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GIFT  OF 

DR.    FLOYD   F.    BURCHETT 


<m. 


Detailed  Exhibits 


o{   the 


Complete   Physical   Properties 


Intangible   Values 


o( 


The  Southern  Street  Railway  Company 

as  of  August  1,  A.  D.  1908 

accompanying  the 

Valuation   Report 

submitted  to 

The   Committee   on    Local   Transportation 

o{  the 

\  Cnicago   City   Council 


BION  J.  ARNOLD 
GEORGE  WESTON 
GLENN  E.  PLUMB 

Traction  Valuation  Commission 


CHICAGO.  DECEMBER  2.   19C8 


/^ 


HE 
C^S7 

CONTENTS. 


Page 

Map  showing  Lines  of  The  Southern  Street  Railway  Co 7 

Introduction 9 

General  Summary  of  Physical  Property lo 

EXHIBIT    I. 

Track. 

cc 
cc 

•2        Summary 19 

c^_-,        Section  A:  Tangent  Track 20 

y-*        Section  B:  Track  Special  Work 48 

CD       Section  C:  Track  on  Bridges 67 

^       Section  D:  Abandoned  track  :  Some  Rail  Still  in  Place (50 

Section  E:  Tangent  Track  in  Car  Barns  and  Yards 70 

Section  F:  Track  Special  Work  in  Car  Barns  and  Yards 71 

^  EXHIBIT    II. 

^  Electric  Power  Distribution  System. 

X^       Summary 77 

Section  A:   Overhead  Trolley  Construction 7S 

Section  B:  Feeder  System 1 10 

EXHIBIT    III. 

Rolling  Stock. 

Summary 117 

Section  A:   Passenger  Car  Bodies lis 

Section  B:   Work  Car  Bodies  and  Trucks 110 

Section  C:  Passenger  Car  Trucks 120 

Section  D:  Motor  Equipments 121 

Section  E:   Miscellaneous  Equipments 122 

Illustrations  and  Specifications  of  Typical  Cars 12;] 

EXHIBIT  IV. 

Power  Plant  Equipment. 

Summary 139 

Description  of  Equipment 140 

Description  of  Etiuipment 1  12 


CONTENTS. 


EXHIBIT  V. 

Fixed  Tools  and  Machinery. 

SuiiuiKiry '  ' ' 

Tools  in  Miu'liiii('2Sli()|i. .                                  •  •'^ 

Tools  iii'(':ir|)<Mit(M'  Shop '  '•' 

Tools  ill  "AiiiiJil  lire  Room II'' 

EXHIBIT  VI. 

Buildings. 

Siimiiiai'V ''J'J 

l'o\v(>r  IMant 154 

Repair  Shop 154 

Car  Barn 1^^ 

(Office  Building !•}•"> 

Miscellaneous  Buildings 156 

Miscellnneoiis  Building  Properties 157 

EXHIBIT  VII. 

Real  Estate. 

Sutiiniary 161 

Plats  and  Description lt)2 

EXHIBIT  VIII. 

Tools,  Supplies,  Furniture  and  Wagons. 

Suinniary 109 

Tools  and  Supplies  in  Power  House 170 

Tools  and  Supplies  in  Machine  Shop 173 

Tools  and  Supplies  in  Carpenter  Shop 17N 

Tools  and  Su]ij)lies  in  Armature  Room ISO 

Tools  and  Supplies  in  Car  Barn .  IM 

Tools  and  Supj)lies  in  Yard ls2 

Tools  and  Supplies  in  Track  and  Line  Dejiartment :  .  .  .  .  1S4 

Patterns ISo 

Supplies  in  Store  Room ISO 

Supplies  and  Furniture  in  Office 193 

Wagons.  Horses  and  Harness              194 

Scrap  Materials 195 

EXHIBIT  IX. 

Paving. 

Summarv.  .  .                 199 

Pavini:  Details 200 


CONTENTS. 


EXHIBIT  X. 

Intangible  Values. 

Method  No.  1 20.") 

Expiration  of  Franchise,,  (Claims  of  the  City) 207 

Leased  Lines 207 

Determination  of  Franchise  Values 208 

Method    No.    2 217 

Expiration  of  Franchises  (Claims  of  the  City) 219 

Leased  Lines 219 

Determination  of  Franchise  Values 220 

Organization  of  Work  of  Valuation 228 


ANALYSIS 

of  the 
Premises    Adopted  and  the   Methods    Used 
in  Determining 
THE     PRESENT    VALUE     OF    THE    PHYSICAL    PROPERTY 

of 
THE  SOUTHERN  STREET  RAILWAY  COMPANY. 


For  the  purpose  of  valuation,  the  property  was  divided  into  the 
following  grand  divisions:  Track;  f^lectric  Power  Distribution 
System;  Rolling  Stock;  Power  Plant  Equipment;  Fixed  Tools  and 
Machinery;  Buildings;  Real  Estate;  Tools,  Supplies,  Furniture  and 
Wagons;  Paving;   and  Franchises. 

These  divisions  were  in  turn  subdivided  into  various  parts,  that 
is,  Track  was  subdivided  into  Tangent  Track,  Special  Track  Work, 
Track  on  Bridges,  Abandoned  Track,  Track  in  Car  Barns  and 
Yards,  and  Track  Special  Work  in  Car  Barns  and  Yards. 
Similar  subdivisions  were  made  for  the  other  general  divisions. 
The  grand  divisions  have  been  termed  Exhibits,  and  are  indicated 
as  Exhibit  I,  Exhibit  II,  etc.  The  subdivisions  of  the  Exhibits 
have  been  called  Sections,  and  are  indicated  as  Section  A,  Section 
B,  etc. 

In  the  following  paragraphs  the  premises,  upon  which  the  values 
given  in  the  various  exhibits  were  determined,  are  set  forth  and 
discussed. 

EXHIBIT  I     TRACK. 

This  part  of  the  ph^ysical  property  has  been  divided  into  five 
sections,  namely,  "Tangent  Track,"  "Track  Special  Work,"  "Track 
on  Bridges,"  "Abandoned  Track,"  "Tangent  Track  in  Car  liarns 
and  Yards."  and  "Track  Special  Work  in  Car  Barns  and  Yards.'" 
Each  of  these  divisions  has  been  considered  separately  in  what 
follows. 

Section  A     Tangent  Track. 

The  track  in  this  section  was  divided  into  "classes,"  these 
classes  being  determined  by  the  varying  weights  and  types  of 
rails,  and  by  the  styles  of  construction.  Under  each  class  an  esti- 
mate was  made  of  the  cost  of  materials  and  labor  required  to  re- 
produce the-  track  new — at  the  time  of  valuation — and  to  this 
amount  was  added  fifteen  per  cent,  for  organization,  engineering, 
incidentals,  etc.,  which  gave  the  total  co.-t  new. 


10  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

Ill  (l('|)roci!itiii<!;  tlic  hack,  tlncc  factois  liuvc  been  coniudcred: 
(1)  llic  coiidit  ion  III'  jdint:-;  (2)  the  coiidition  of  ties,  iiicliidiriji  l):d- 
hud ;  and  C-i)  the  \\caiiii<j;  life  of  the  head  of  the  rail.  l'"roiii  an 
exainiiiat  i(»ii  of  the  rail  in  place,  it  wa.'^  found  that  none  of  the  rail 
would  ha\('  to  !)(•  discai(l(M|  for  rea.-:ons  of  liroken  or  defective  wajroii 
tread.-^;  therefore  this  item  does  not  fiiiure  in  the  detennininjf  of 
the  depreciation  of  any  part  of  the  tra(d<  under  ci)ri.'-ideration  in 
t  hi.-;  r(>poi't . 

All  joints  were  depreciate(|  on  the  basis  that  it  would  l)e  neces- 
sary to  renew  them  at  some  time,  in  order  to  realize  the  full  wearing 
value  of  the  head  of  the  rail.  The  assumption  wa.s  here  made  that, 
at  the  time  of  sucdi  renewal  of  joints,  the  ends  of  the  rails  could  be 
cut  off  to  effect  this:  renewal,  which  would  thereby  lengthen  the  period 
of  ser\'ice  possible^  for  the  remainder  of  the  rail. 

The  i^resent  value  of  the  rail,  excepting  the  joints,  was  deter- 
mined in  terms  of  the  wearing  value  remaining  at  the  present 
tiiiu^  in  the  head  of  the  rail.  The  life  of  the  rail  is  considered  to 
be  the  pei'iod  of  time  recjuired  for  the  head  of  the  rail  to  wear 
,away  to  a  height  of  five-eighths  inches  above  the  wagon  tread. 
The  difference  between  this  height  and  the  height  of  the  head  above 
the  wagon  tread  at  any  time  constitutes  the  wearing  value  of  the 
rail  at  that  time. 

The  distance  between  tlie  head  and  wagon  tread  of  new  rail  was 
determined  and  expressed  in  sixty-fourths  of  an  inch.  It  was 
found  that  for  the  greater  part  of  the  track  this  value  was  sixty- 
nine  sixty-fourths,  that  is,  the  wearing  life  of  the  new  rail  was 
twenty-nine  sixty-fourths  of  an  inch.  To  determine  the  height  of 
the  head  of  the  rail  at  the  present  time,  measurements  were  taken 
along  the  track  with  a  specially  constructed  \'ernier  device,  by 
means  of  which  the  actual  distance  between  the  head  of  the  rail 
and  the  wagon  tread  was  obtained  in  sixty-fourths  of  an  inch. 
These  determinations  were  made  for  all  the  various  sections  of 
rail  in  use  on  the  line;  a  sufficient  number  of  readings  being  taken 
for  each  section  to  secure  the  average  height  of  the  rail.  Deduct- 
ing from  this  value  forty  sixty-fourths  of  an  inch  gives  the  wearing 
height  of  the  rail  remaining  before  it  becomes  scrap.  It  is  evident 
that  the  above  method  of  depreciating  the  rail  considers  the  condi- 
tion of  the  rail  alone,  without  any  l)earing  whatever  upon  the  other 
components  of  the  track. 

In  depreciating  the  substructure,  its  average  life  was  taken  at 
twent\"  years;  on  account  of  the  fact  that  much  of  the  track 
was  not  in  fii-st  class  surface  alignment,  it  was  decided  to  apply  a 
depreciation  of  twelve  and  one-half  per  cent.,  or  the  equivalent 
of  two  and  one-half  years,  over  all  the  tracks  of  the  road  to  cover 
this  deficiency.  Consequently,  for  all  classes  save  one.  the  remain- 
ing life  of  seventeen  and  one-half  years  was  used  in  depreciating 
the  sulistructure.  In  the  case  of  this  single  exception.  "Class  A — 0."' 
there  being  no  ballast,  a  life  of  sixteen  years  was  used  in  figuring  the 
tlepi'eciation. 


INTRODUCTION.  11 


The  lengths  of  tangent  track  in  this  exhibit  have  been  deter- 
mined by  deducting  from  the  distance  from  center  to  center  of  streets, 
as  shown  on  the  official  maps  of  the  City  of  Chicago,  the  lengths 
covered  by  track  special  work.  All  limits  to  the  different  sections 
were  determined  l^y  actual  measurement  on  the  ground. 

Section  B-  Track  Special  Work. 

Each  piece  of  special  work  was  measured,  listed,  and  a  sketch 
of  the  layout  made.  These  sketches  are. reproduced  in  this  exhibit. 
In  order  to  determine  the  cost  new  of  the  special  work  complete, 
there  was  added  to  the  estimated  cost  of  material  rec[uired  for  the 
special  work  in  the  rails  the  cost  of  ties,  joints,  ballast,  excavation, 
and  labor  necessary  to  install  same.  On  the  summary  sheet  are 
given  the  various  kinds  of  special  work  used,  their  location  and 
quantity. 

In  depreciating  the  track  special  work,  each  layout  was  inspected 
and  depreciated  according  to  its  present  woi'th,  from  Avhich  an 
average  depreciation  was  evolved,  this  being  applied  on  the  sum- 
mary sheet. 

Section  C — Track  on  Bridges. 

The  cost  of  track  on  bridges  includes  the  cost  of  the  rail  laid, 
together  with  that  of  all  miscellaneous  material  used  in  fastening 
same  to  bridge  structure. 

In  depreciating  this  class  of  track,  consideration  was  made  of 
the  length  of  time  the  rail  had  been  in  place,  together  with  the  life 
of  the  rail  and  fastenings. 

Section  D — Abandoned  Track. 

Under  this  section  is  given  such  track,  the  use  of  which  has  for 
some  years  been  discontinued.  Since  in  this  track  many  rails  have 
been  removed,  or  knocked  over,  and  the  ties  rotted,  no  valuation  is 
placed  on  the  substructure. 

The  depreciation  applied  to  this  track  was  on  the  basis  of  pres- 
ent condition  of  the  rail 'only. 

Section  E     Track  in  Car  Barns  and  Yards. 

This  track  work  was  measured  in  detail,  and  unit  estimates  were 
made  of  the  cost  to  construct  new. 

In  depreciating  this  track,  values  were  taken  which  represented 
an  average  depreciation  for  this  class  of  work. 

Section  F— Track  Special  Work  in  Car  Barns  and  Yards. 

This  special  work  was  inspected  and  detailed  measurements 
taken.     Unit  estimates  were  made  of  the  cost  to  construct  it  new. 


li  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

In  (lepnM-iiitinp;  this  work  each  layout  was  inspoctod  for  its 
present  wortli,  the  depreciation  being  fixed  accordingly.  From 
these  figures,  for  each  hiyout,  ;iii  average  depi-eciation  was  reached, 
and  this  applied  to  the  total  of  the  special  work. 

EXHIBIT  II     ELECTRIC  POWER  DISTRIBUTION 
SYSTEM. 

This  exhilnt  has  heen  divided  into  two  sections,  namely,  "Over- 
head Trolley  Construction,"  and  "Feeder  System,"  each  of  which 
is  considered  separately  in  the  following: 

Section  A—  Overhead  Trolley  Construction. 

This  part  of  the  work  was  again  divided  into  straight  line  work 
and  special  work.  The  overhead  work  to  he  covered  was  separated 
into  nine  divisions,  the  length  of  the  straight  line  work  being  deter- 
mined by  deducting  from  the  distance  from  center  to  center  of 
streets,  as  determined  by  the  official  map  of  the  City  of  Chicago,  the 
distances  covered  by  the  special  work.  All  limits  to  sections  were 
determined  by  actual  measurement,  and  these  are  shown  on  the 
sketches  of  the  special  layouts. 

Detailed  estimates  were  made  of  the  co.-t  of  materials  and  labor 
required  to  reproduce  the  overhead  work  new.  Fifteen  per  cent, 
was  added  to  the  totals  of  these  for  organization,  engineering,  and 
incidentals.  The  materials  figured  in  this  work  cover  the  poles, 
cross  span  construction,  fittings,  trolley  wire,  together  with  the 
special  construction  work  at  the  curves. 

The  depreciation  of  the  various  parts  of  the  overhead  system 
was  determined  by  careful  inspection  for  the  different  sections  of 
the  work,  and  was  applied  to  the  cost  new,  which  was  determined 
on  the  basis  of  present  cost  of  material  and  labor  required  to  pro- 
duce the  system. 

Section  B— Feeder  System. 

All  feeders  and  the  attachments  necessary  to  support  them  on 
all  poles  were  inventoried  by  direct  inspection  and  count,  and  the 
cost  to  reproduce  this  equipment  new  at  the  time  of  this  valuation 
was  determined.     The  depreciation  was  applied  in  detail  as  shown. 

EXHIBIT  III     ROLLING  STOCK. 

The  property  under  this  Exhibit  was  divided  into  five  parts, 
namely,  "  Passenger  Car  Bodies,"  "Work  Car  Bodies  and  Trucks," 
"  Passenger  Car  Trucks,"  ."Motor  Equipments."  and  '"Miscellaneous 
Equipment."  In  arriving  at  the  cost  new  of  the  passenger  cars, 
they  were  divided  into  groups  according  to  the  type,  stjde,  maker 
and  age.  A  typical  car  was  taken  from  each  of  these  groups,  a 
thorough  inspection  made,  and  general  specifications  covering  this 


INTRODUCTION.  13 


type  of  car  were  prepared.  These  specifications  were  submitted  to 
car  manufacturers,  and  the  costs  new  obtained  for  the  car  bodies. 
To  these  amounts  was  added  five  per  cent,  for  organization,  engi- 
neering, antl  incidentals.  kSimilarly,  prices  were  obtained  covering 
all  parts  of  the  ecjuipment,  such  a,  motors,  control  and  electrical 
equipment,  air  brakes,  heating,  lighting,  etc.  To  these  prices  was 
added  an  amount  required  to  cover  the  cost  of  freight  on  the 
various  parts,  and  to  this  again  was  added  an  allowance  for  the 
assembling  of  the  cars,  the  result  being  the  cost  to  reproduce  the 
car  new. 

EXHIBIT  IV     POWER  PLANT  EQUIPMENT. 

In  estimating  the  cost  of  the  equipment  of  the  power  plant,  each 
general  class  of  equipment  was  figured  separately,  and  to  the  total 
of  these  was  added  ten  per  cent,  for  organization,  engineering,  and 
incidentals. 

The  annual  rates  of  depreciation  shown  in  the  table  were  decided 
upon,  and  these  were  applied  for  the  length  of  time  the  various 
parts  of  the  plant  had  been  in  service.  From  these  depreciations, 
together  with  the  scrap  value  of  the  material,  the  present  value  of 
the  ecjuipment  was  determined. 

EXHIBIT  V— FIXED  TOOLS  AND  MACHINERY. 

In  this  Exhibit  are  included  such  fixed  tools  and  machinery  as 
are  contained  in  the  machine  shop,  the  carpenter  sho]:),  and  the 
armature  room.  All  have  been  carefully  examined  and  apprai.ed, 
both  for  their  cost  new  and  present  value. 

EXHIBIT  VI     BUILDINGS. 

In  arriving  at  the  cost  new  and  present  value  of  the  buildings, 
detailed  measurements  were  made,  and  careful  invei^tory  taken  of 
the  kinds  and  amounts  of  materials  required  to  reproduce  the 
buildings.  The  cost  of  these  quantities  has  been  estimated  at 
prices  current  at  the  time  of  the  valuation,  and  to  the  totals  has 
been  added  fifteen  per  cent,  for  organization,  engineering,  and  inci- 
dentals, which  is  taken  as  the  cost  new  of  the  buildings. 

In  general,  the  buildings  have  been  depreciated'  at  an  annual 
rate  of  one  and  one-half  per  cent.,  although  in  the  cases  of  buildings 
not  well  cared  for,  a  higher  rate  of  depreciation  has  been  applied. 

EXHIBIT  VII     REAL  ESTATE. 

For  determination  of  the  value  of  the  real  estate,  coming  under 
this  valuation,  the  services  of  Mr.  Joseph  Donnersberger,  expert 
on  real  estate  values,  were  secured,  and  the  values  suljmitted  here- 
with are  those  determined  bv  him. 


1  I  VALUATION      THE   SOUTHERN   STREET    RAILWAY. 


EXHIBIT    VIII     TOOLS,    SUPPLIES,    FURNITURE    AND 

WAGONS. 

In  tlii.-  Iv\liil)it  ;ii(>  iiicliidcd  tools  ami  .-•ii))|)li('s  in  power  hou.se, 
niachiiic  shop,  caipcntcr  sho]),  aniiaturc  loom,  car  l)ai-n  yai'd,  track 
and  lin(>  department;  patteins;  supplies  in  store  i-oom;  supplies 
and  t'liniit  lire  in  office;  wagons,  horses  and  harness;  and  scrap  nia- 
teiials.  All  of  these  have  been  cai-efully  inventoried,  and  the 
present  value  on  each  item  noted.  The  cost  new  wa.s  estimated 
and  is  <ii\'en  as  a  total  to  each  tiidiip. 

EXHIBIT  IX     PAVING. 

On  inspection  of  the  pavement  located  along  the  company's 
right  of  way — and  for  which  it  is  responsible —  ten  general  classes 
were  found  to  he  in  place.  The  actual  amount  of  each  class  of 
jnivement  throughout  the  extent  of  the  entire  line  was  determined, 
and  the  cost  of  materials  and  labor  required  to  reproduce  same  new^ 
was  calculated.  The  depreciations  applied  were  in  all  cases  the 
result  of  insi)ection  of  present  condition. 

EXHIBIT  X     INTANGIBLE  VALUES. 

A  full  exposition  of  the  methods  used  in  determining  the  fran- 
(diise  values  is  given  under  this  Kxhibit. 


SUMMARY   OF   PHYSICAL  PROPERTY.  !.> 


TOTAL  PHYSICAL  PROPERTY. 

General  Summary. 

No.              Exhibit                                                                           Cost  New  Present  Value 

I     Track 8330,92.5  .  44  $24.5.138 .  15 

II     Electric  Power  Dir-tribution  8v;i- 

tem ....'..      45.720.63  35.974. 12 

III  Rolling  Stock 104.664.53  41. 017.. 58 

IV  Power  Plant  Equipment 70.499.94  47,862.78 

V      Tools  and  Machinery 3,739.93    .  2,127. 11 

VI     Buildings 69.674.80  40.136.80 

VII     Pveal  Estate 37.522.00  37.522 .00 

VIII      Tools,  Supplies.  Furniture  and 

Wagons 31 .576  .  02  23,086  .  26 

S694,323  .  29  S472,864 .  80 
LegaiExpenses, Carrying  Charges, 
Brokerage  and  Contingencies, 

10^:  f .  .  .  .^ 69,432  .  33  47.286  .  48 

$763,755.62  $520,151.28 

IX     Paving 219,489.22  170,943.81 

GrandTotal $983,244.84  $691,095  09 


EXHIBIT  I. 

TRACK. 

COMPRISING  THE  FOLLOWING  DIVISIONS: 

A  Tangent  Track. 

B  Track  Special  Work. 

C  Track  on  Bridges. 

D  Abandoned  Track;  some  rail  still  in  place. 

E  Tangent  Track  in  Car  Barns  and  Yards. 

F  Track  Special  Work  in  Car  Barns  and  Yards. 


TRACK.  19 


EXHIBIT  I. 
TRACK. 

Summary. 

Cost  New  Present  Value 

Tangent  track .  !|252,028.41  S192,016.38 

Track  special  work 52,010.46  38,487.74 

Track  on  bridges 5,770.04  5.075.60 

Abandoned  track,  etc 9,053 .  29  1 ,660 .  50 

Tangent  track  in  car  barns  and  yards.. .         4.397.24  3,297.93 

Track  special  work  in  car  barns  and  yards        7,666  .  00  4,600 .  00 

Total $330,925.44  $245,138.15 


•20  VALUATION    -THE  SOUTHERN   STREET  RAILWAY. 


SECTION  A. 
TANGENT  TRACK. 

Summary. 

Single  Track 
Class  iMileage 

A-0 2.450 

A-1 3.595 

A-2 6  .  848 

A-3 482 

A-4 596 

A-5 .728 

A-6 485 

A-7 1.662 

B-0 400 

Total 17.246  $252,028.41     $192,016.38 


Cost  New 

Total  Cost 

Present 

Per  Mile 

New 

Value 

$12,022.97 

$  29,456.28 

$   16,855.64 

15,442.21 

55,514.74 

48,564.71 

14,904.87 

102,068.55 

76,729.39 

14,959.88 

7,210.65 

6,731.82 

14,230.40 

8,481.32 

7,324.33 

14,936.21 

10,873.56 

9,768.31 

15,442.21 

7,489.47 

4,936.87 

13,810.19 

22,952.54 

14,094.82 

19,953.25 

7.981.30 

7,010.49 

TRACK. 


21 


CLASSIFICATION  OF  TANGENT  TRACK. 


Class 

A-0 .  . 
A-1  .  . 


A-2 

A-3 
A-4 

A-5 
A-6 
A-7 
B-0. 


Sec 

tion 

Weight  ] 

Rail  Leng 

th           Ba 

llast 

7  in. 

P-91 

80  11). 

30  ft. 

None 

7  in. 

P-238 

80  11). 

30  ft. 

12  in. 

stone 

i  in. 

P-91 

i  in. 

P-91 

80  lb. 

30  ft. 

6  in.  ; 
6  in. 

^tone 
cinder.s 

/  in. 

P-238 

80  11). 

60  ft. 

12  in. 

stone 

"s  ii^ 

I.  L-316 

80  lb. 

30  ft. 

12  in. 

cinders 

/  m. 

P-238. 

7  in. 

P-91 

80  lb. 

30  ft. 

12  in. 

s.tone 

7  in. 

P-91 

80  lb. 

30  ft. 

12  in. 

•slas 

t  in. 

P-91 

>0  lb. 

30  ft. 

10  in. 

cinders 

7  in. 

L-357 

96  lb. 

30  ft. 

12  in. 

stone 

Ketiiaiks 


X 


()  i)()n(ls 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


CLASS  A— 0. 

•    7  in.  Cirder  Rail,  SO  11). 
30  i't.  Lengths,  no  F^allast. 

(1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 

Hail.   SO   11).    per  yai'd.                             Amount                       Unit  Cost  Total  Cost 

(lelivered.  .  .  . '. 125.71  ton.s          $41.00  $5,154.11 

Hauling  to  street 125.71  tons              1.00  125.71 

Excavation 1,693       cu.  vd.              .50  846..- 0 

Ties,  delivered 2,112                                .75  1,584.00 

Tie  rods 704                                 .30  211.20 

Fish  plates  and  bolts,  60  11). 

each <).44t()ns             42.25  398.84 

Spikes  for  rail 24        kegs                4. 10  98. 4o 

Cross  bonds 6                               2.00  12.00 

Bonding  joints  (material 

SOc'  labor  45c) 352                              1 .  25  440 .  00 

Labor,  laying  track 5,280     ft.                        .30  1,584.00 


),454.76 

Organization,    engineering    and    incidentals.    15*^7  '        1,568.21 

Total  cost  per  mile .• $12,022.97 


08 .  84 

295 . 00 

88 .  00 

352 . 00 

52.80 

739 . 20 

TRACK.  23 

(2 )    Depreciation  of  One  Mile  of  Single  Track. 
Depreciation  Due  to  Joints. 

Cost  New  Scrap  Value       Wearing  Value 

Kail  cut-off,  39;  of  cost  and  hauling$158.40 

3%  of  scrap,  3.69  tons  (f^«l  1.00  S40t59  $117.81 

Fish  plates  and  bolts 398.84 

9.44  tons  scrap  (f/  Sll.OO 

Bonds,  352  (a  25c 440.00 

Labor  on  joints,  5,280  ft.  ((i,  1c  .  .  .  .      52.80 

Labor,    5,280  ft.  (ci   14c 739.20 

(Placing  rails,  making  joints 
and  spiking,  per  ft $0 .  09 

,    Surfacing,  per  ft 02 

Cleaning  streets  and  inci- 
dentals per  ft 03 

$0.14)  $1,789.24  $232.43        $1,556.81 

Life  of  joint,  20  years. 

Annual  depreciation  per  mile,  due  to  joints,  SI, 556. 81 

=  $77.84 

20 

Annual  depreciation  in  per  cent  of  wearing  value 5% 


Depreciation  Due  to  Ties. 

Cost  New 

Ties,  delivered $1,584.00 

Tie  rods 211.20 

3.53  tons  scrap  (a  $10.00 

Spikes 98.40 

2.4  tons  scrap    (a.  $10. 00.  ..... 

Labor,  placing  ties, 

5,280  ft.  ^J   3c 158.40 

$2,052.00 

Life  of  tie,  16  years. 

Annual  depreciation  i)er  mile,  due  to  ties      $1,992.70 

=   $124.54 

16 

Annual  dei)reciation  in  per  cent  of  wearing  value 6^'  e 


Scrap  Value 

Wearing  Value 

$1,584.00 

$35.30 

1 75 . 90 

24.00 

74 .  40 

1 58 . 40 

$59.30 

$1,992.70 

■J  I  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


Depreciation  Due  to  Rail. 

(D.^l   N(;u  Srr!i[)  \iiluc         Wearing  \'alu 

K:iil.  \)7' ,    of   i;iil   niid    liauliiis  ■  •  •  S5, 121  .  42 
1)7%  of  scriip,   I  h)..") 

tons  (a^  SI  1.00.  .  .$l,;-514.oO 
]){Mlvi('t  5('  pv^  ft.  foi- 

i(Mii()v:il 25(5  OS 

$1,058.42  SI, 058. 42      S4,()6;M)0 

Cross  l.ciid.-^ 12.00 

Scrap  bonds,  (i   (a   5()c :■! .  00                 '.).()() 

Labor,  itMiiaininti  to  he  d(>])r(H'iated  (i'-VA  .60                                  6^^:^  .60 


$5,767.02    $1,061.42     $4,705.60 


Cost  of  pai'ts  depreciated  with  joints SI. 789. 24 

Cost  of  parts  depreciated  with  ties 2,052.00 

Cost  of  parts  depreciated  with  laih^ 5,767*02 


Total  cost  of  parts  depreciated S9.60'8.26 

SI. 789. 24  =  18.6  %  of  S9.608.26 
2.052.00=  21.4';;,  of  9,608.26 
5,767.02  =     60      ':;  of    9,608.26 

Note:  These  percentages  to  be  used  to  distribute  to  joints, 
ties  and  lails,  the  proper  propoi'tion  of  cost  remaining  to  .l)e  depre- 
ciated. 

Part  Remaining  to  be  Depreciated. 

Organization,  engineering  and  incidentals,  15 -^ SI, 568. 21 


18.691    "f    Sl.568.21  =aniount    to    be    depreciated    with 

joints S    291  .69 

Actual  wearing  value  of  joints 1,556.81 


Total  value  of  joints  to  be  depreciated  5%  annuallv.  $1,848.50 
5<;   of  Sl,848.50-S92.42,  annual  depreciation. 

21  .4';;  of  Sl.568.21  =amount  to  l)e  depreciated  with  ties  S    ;-535.60 

Actual  wearing  value  of  ties ." 1,992.70 


Total  value  of  ties  to  be  tlepreciated  6  .25'  ,  annuallv  .  $2,328  .30 
6.25''(   of  $2,828.30  =  S145.52,  annual  depreciation. 
609;  of  $1 .568 .  21  =  amount  to  be  depreciated  with  rail .  .     S    940 .  92 
Actual  wearing  value  of  rail 4,705.60 


Total  value  of  rail  to  be  dei)reciated $5,646.52 

Original                     Scrap  Wearing 

Depth                       Depth  Depth 

Penn  rail,  P-91 66    64              40   64  26    64 

Depreciation  foi'  each  1    64th  in.  wear — 
For  1M)1:  1    26  of  S5,646  .52  =  S217. 17. 


TRACK.  25 

Part  Not  Depreciated. 

Excavation S846  .  50 

Recapitulation. 

Part  depreciated  with  joints I  1,848.50 

Scrap  value  of  part  depreciated  with  joints 232.43 

Part  depreciated  with  ties 2,328.30 

Scrap  value  of  part  depreciated  with  ties 59.30 

Part  depreciated  with  rail 5,646  .52 

Scrap  value  of  part  depreciated  with  i-iil 1,061 .42 

Part  not  depreciated  (excavation) 846  .50 

Total $12,022.97 


2i\  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


CLASS  A-1. 

7  in.  (iirder  Pvuil,  SO  11)..  30  ft.  Lengths,  Bonded  on  Stone  Balla.^t. 

(1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 

.\moiiiit  Unit  Cost  Total  Cost 

Totul  cost  to  produce  one  mile  of 

single  track,  Class  A-0 $10,454  .  76 

Additional: 

Excavation 782  cu.  vd.     $0.50  391 .00 

Ballast,  stone 1,405  cu.  vd.        1  .65  2,318.25 

Labor,  placing  ballast 5,280  ft.                   .05  264.00 


$13,428.01 

Organization,  engineering  and  incidentals,  15'  ( 2,014.20 


Total  cost  per  mile $15,442.21 


TRACK. 


(2)  Depreciation  of  One  Mile  of  Single  Track. 
Depreciation  Due  to  Joints. 

(Same  as  Class  A-O.) 

Annual  depreciation  in  per  cent  of  wearing  value 5% 


Depreciation  Due  to  Ties. 

Cost  New 

Ties,  delivered $1,584.00 

Tie  rods 211.20 

3.53  tons  scrap  (ft   $10.00.  .  . 
Spikes 98.40 

2.4  tons  scrap  @  $10.00.  .  .  . 
Stone  ballast 2,318.25 

Deduct  25^  (  for  reclaiming..  . 
Labor  placing  ballast ,  5,280  ft. 5c.       264 .  00 
Labor  placing  ties,  5,280  ft.  (o   3c.       158 .  40 


Scrap  Value 

Wearing  Value 

$1,584.00 

?      35 . 30 

1 75 . 90 

24.00 

74.40 

1,738.69 

579 . 56 

264 . 00 

158.40 

$4,634.25     $1,797.99     $2,836.26 

Life  of  tie,  17.5  yeai-s. 

$2,836.26 

Annual  depreciation  per  mile,  due  to  ties, =  $162.07 

17.5 

Annual  depreciation  in  per  cent  of  wearing  value 5.7*^,^ 


Depreciation  Due  to  Rail. 

(Same  as  Class  A-O.) 

Cost  of  parts  depreciated  with  joints $   1,789.24 

Cost  of  parts  depreciated  with  ties 4,634.25 

Cost  of  parts  depreciated  with  rail 5,767.02 


Total  cost  of  parts  depreciated $12,190.51 

$1,789.24  =  14.7%  of  $12,190.51 
4,634.25  =  38';  of  12,190.51 
5,767.02  =  47.3%  of     12,190.51 

Note:  These  percentages  to  be  used  to  distribute  to  joints,  ties, 
and  rails,  the  proper  propoi'tion  of  cost  icunaining  to  be  de- 
preciated. 


VALUAXION      THE   SOUTHERN   STREET   RAILWAY. 


Parts  Remaining  to  be  Depreciated. 

Oruanizat  iDti,  (Miiiiiiccriiiji;  and  incidentals,  lo'/( S2,014.2() 

14.  7*";  of  $2,014  .20 -amount  to  he  depreciated  wit  h  joints  •$    296.09 
Act  nal  wearin.ii  \'alii(>  of  joints 1,556  .81 

Total  value  of  joints  to  be  depreciated  5'/i  annuallv.  .$1,852.90 
5%  of  S1,S52.9()  =  S92.65.  annual  depreciation. 
88%  of  $2,014.20  =  amount  to  he  depreciated  with  tie.^ .  .  ."S    765.40 
Actual  wearing;  value  of  ties 2,836  .26 


Total  value  of  ties  to  be  depreciated  5.7%  annually. $3, 601. 66 
5.7';,   of  $;-;,601  .66  =  $205. 29.  annual  depreciation. 

47.3%  of  S2,()14.20  =  aniount  to  be  depreciated  with  rail.  $    952.71 
Actual  wearins;  value  of  I'ail 4,705.60 

Total  \alue  of  rail  to  be  depreciated $5,658.31 

Original  Scrap  Wearing 

Depth  Depth  Depth 

Penn  lail,  P-238 72    64  40   64  32    64 

Penn  rail.  P-91 66    64  40   64  26  ,  64 

Depreciation  for  each  1  /64th  in.  wear — 

For  P-238;  1    32  of  $5,658.31  =$176  .82. 

For  P-91    ;  1    26  of  $5,658 .31  =$217 .63. 

Part  Not  Depreciated. 
Excavation $1,237 .  50 

Recapitulation. 

Part  depreciated  with  joints $    1,852.90 

Scrap  value  ])ai't  depreqiated  with  joints 232.43 

Part  depreciated  with  ties 3,601 .66 

Scrap  value  part  depreciated  with  ties 1.797.99 

Part  depreciated  with  rail 5.658.31 

Scrap  value  part  depreciated  with  rail 1.061 .42 

Part  not  depreciated  (excavation) 1,237.50 

Total $15,442.21 


TRACK.  20 


CLASS  A-2. 

7  in.  Girder  Rail,  80  11).  .'^0  ft.  Lengths,  Bonded  on  Stone  and  Cinder 
Ballast. 

(1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 

Amount  Unit  Cost  Total  Cost 

Total  cost  to  produce  one  mile  of 

single  track,  Class  A-0 $10,454 .  76 

Additional: 

Excavation 782  cu.  vd.  SO .  50  39 1 .  00 

Ballast,  stone 782  cu.  vd.  1.65  1,290.30 

Ballast,  cinder 623  cu.  vd.  .90  560.70 

Labor,  placing  ballast 5,280  ft.  .05  264.00 


$12,960.76 

Organization,  engineering  and  incidentals,  15 ^^^ 1,944.  1  1 


Total  cost  per  mile $14,904 .  87 


M)  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


(2)     Depreciation  of  One  Mile  Single  Track. 
Depreciation  Due  to  Joints. 

(Same  us  Class  A-0.) 
AiiiiumI  (Icprcciatioii  in  i)er  cent  of  weuiirig  value 5% 

Depreciation  Due  to  Ties. 

Cost  New  Scrap  Value         Wearing  Value 

Ties,  delivered Si. 584. 00  SI, 584. 00 

Tie  rods 211  .20 

3.53  tons  scrap  (a  $10.00..  .  . 
8pikes 

2.4  tons  scrap  (Si  SI 0.00 

Stone  ballast 

Deduct  25''(  for  reclaiming... 
Cinder  ballast 

Deduct  25*^^  f  for  i-eclaiming..  . 
Labor  placing  ballast,  5,280  ft. 

@  5c 

Labor  placing  ties,  5,280  ft.  (Ov  3c 

$4,167.00     $1,447  56     $2,719.44 

Life  of  tie,  17.5  years. 

Annual  depreciation  per  mile,  due  to  ties.  .  .  .  S2,719.44 

— =  SI  55. 40 

17.5 

Annual  depreciation  in  per  cent  of  wearing  value •5- 7% 

Depreciation  Due  to  Rail. 

(Same  as  Class  A-0.) 

Cost  of  parts  depreciated  with  joints $   1,789.24 

Cost  of  parts  depreciated    with  ties 4.167.00 

Cost  of  parts  depreciated  with  rail 5.767.02 


S   35 

.30 

1 75 . 90 

98 .  40 

24. 

.00 

74.40 

290.30 

967. 

73 

322.57 

.560 .  70 

420 

.53 

140.17 

264 . 00 

264.00 

158.40 

158.40 

Total  cost  of  parts  depreciated $11,723.26 

$1,789.24  =  15.2%  of  $11,723.26 
4,167.00  =  35.6%  of  11,72.3.26 
5 .  76  7 .  02  =  49.2  %  of     11,723. 26 

Note:     These  percentages  to  be  used  to  distribute  to  joints,  ties, 
and  rails,  the  proper  proportion  of  cost  of  remaining  to  be  depreciated. 


TRACK.  •  31 


Parts  Remaining  to  be  Depreciated. 
Organization,  engineering  and  incidentals,  15' , — $1,944.11 


15.2%  of  SI, 944. 11    =   amount  to  be  depreciated  with 

joints. $      295 . 50 

Actual  wearing  value  of  joint.-^ 1,556.81 

Total  value  of  joints  to  be  depreciated  5%  annually  $1,852.31 
5%  of  $1,852.31   =  $92.62,  annual  depreciation. 

35.6%  of  $1,944.11  ==  amount  to  be  depreciated  with 

ties $      692.10 

Actual  wearing  value  of  ties 2,719.44 

Total  value  of  ties  to  be  depreciated  5'  [  annuallv  $3,411.54 

5.7%  of  $3,411.54  =  $194.46,  annual  depreciation. 

49.2%  of  $1,944.11  =  amount  to  be  depreciated  with 

rail $      956.51 

Actual  wearing  value  of  rail 4,705.60 

Total  value  of  rail  to  be  depreciated $5,662.11 

Original  Scrap  Wearing 

Depth  Depth  Depth 

Penn  rail,  P-91     66/64     40/64     26/64 

Depreciation  for  each  1  /64th  in.  wear — 

For  P-91;  1  /26  of  $5,662.11  =  $217.78 

Part  Not  Depreciated. 

Excavation $   1,237.50 

Recapitulation. 

Part  depreciated  witii  joints $  1,852.31 

Scrap  value  part  depreciated  with  joints 232.43 

Part  depreciated  with  ties 3,411 .54 

Scrap  value  part  depreciated  with  ties 1,447.56 

Part  depreciated  with  rail 5.662 .  1 1 

Scrap  value  part  depreciated  with  rail 1,061 .42 

Part  not  depreciated  (excavation) 1,237.50 

Total $14,904 .87 


;iJ  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


CLASS  A-3. 

7  in.  Girder  Rail,  80  lb.  60  ft.  Lengths,  Bonded  on  Stone 

Ballast. 

(1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track, 

Amount  Unit  Cost  Total  Cost 

Total  cost  to  produce  one  mile  (}!' 

single  trcack,  Clas.s  A-0 $10,454  76 

Additional: 

Excavation 782  cu.  yd.  SO. 50  :i{)\  AH) 

Ballast,  stone 1,405  cu.  yd.  1 .65  2,318.25 

Labor,  placing  ballast 5,280  ft.  .  05  264 .  00 


$13,428  01 

Deduct: 

Fish  plates  and  bolts,  4.72  tons  ^j  $42.25 $199.42 

Bondino- joints  (material  80c,  labor  45c)  176  @ 

$1 .25. 220 . 00  419 . 42 


$13,008.59 

Organization,  engineering  and  incidentals,  15% 1,^51  .29 


79 .  20 

$20 

.35 

$ 

58 .  85 

199.42 

51  . 

.92 

147.50 

220 . 00 

44 

.  00 

176.00 

26 .  40 

26 .  40 

765.60 

765.60 

$14,959.88 

(2)     Depreciation  of  One  Mile  of  Single  Track. 

Depreciation  Due  to  Joints. 

Cost  New         Scrap  Value     Wearing  Value 

Kail  cut-off,  IV  ,'  of  cost  and  haul- 
ing  >^ 

97%  scrap.  1.85  tons  (a  $11.00.. 

Fish  plates  and  bolts 

4.72  tons  scrap  (a  $1 1.00 

Bonds,  176  (fl  25c.. 

Labor  on  joints,  5,280  ft.  (r/   ic  .  .  . . 

Labor,  5,280  ft.  (a    H^c " 

(Placing  rails,  making 
joints   and   spiking,   ■ 

per  ft ! .    $0 .  095 

Surfacing,  per  ft 02 

Cleaning    streets    and 

incidentals,  per  ft.  .         .03 

$0.145) 

$1,290.62     $116.27     $1,174.35 

Life  of  joint,  20  years. 

Annual  depreciation  per  mile,  tlue  to  joint. > $1,174.35 

-$58.72 

20 
Annual  depi'eciation  in  per  cent  of  wearing  value 5% 


TRACK.  33 

Depreciation  Due  to  Ties. 
(Same  as  Class  A-1.) 

Anniuil  clepreeiatioii  in  per  cent  of  wearing  value 5-7% 

Depreciation  Due  to  Rail. 

Cost  New  Scrap  N'lilue         Wearing  \'alue 

Rail,  98V";  of  rail  and  haulinii-.  .  .$0,200.62 
979;    scrap,    120.1 

ton.s  (a  $11.00.  .$1,321  .10 
Deduct  5c.  per  ft. 

for  removal.  .  .  .        256.08 


$1,065.02  $1,065  02     $4,135  60 

Cross  bonds 12.00 

Scrap  bonds,  6  (a   50c 3.00                <).00 

Laboi'    renuuning    to    be    depi-e- 

ciated 633.60  633.60 

$5,846.22  $1,068  02     $4,778.20 


Cost  of  parts  depreciated  with  joints $    1,290  .62 

Cost  of  parts  depreciated  with  ties 4,634  .25 

Cost  of  parts  depreciated  witli  I'ail.^- 5,846  .22 


Total  cost  of  parts  depreciated $11,771.09 

$1,290.62=11.0':;,  of  $11,771  .0!) 
4,634.25  =  39.2%  of  11,771  .09 
5,846.22  =  49.8%  of     11,771.09 

Note:     Tlie;-e  percentages  to    be  used  to  distribute  to  joints,  ties, 
and  i-ail;-,  the  proper  proportion  of    co.^t    remaining  to  be  depreciated. 


34  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

Part  Remaining  to  be  Depreciated. 

Orfiani/atioii,  ciiiiineciiiig  and  inciiicnlal.s  15',, SI/.KjI  .  2'J 

11  .O'X   «if  $1.!>51  .'-H>---aiiiniiiit     to    1)0    (loi)reciate(l    with 

joints S       2J4.61 

Actual  weariiiii'  value  of  joint- 1,174.85 

Total  \alu('  of  joiut.s  to  he  tlei)i-eciatt'(l  o'/i  aiitiually.  $  1,338.93 
5';   of  SI.388.i)6  =  S69.45.  annual  depreciation. 

30. 2<;  of  Sl.!)51  .29==aniount  to  he  depreciated  with  ties  $  764.91 

Actual  wearin.si  value  of  tie.i 2,836.26 

Total  value  of  ties  to  he  depreciated  5.7%  annually.  $  3,601   17 
5.7< ,   of  $3,601  .  17 -$205.  27.  annual  depreciation. 

49.8'/c.    of  $1,951  .29  =  aniouiit    to    he   depreciated   with 

rail $      |]^1.77 

Actual  wearin.s;  \-alue  of  i-ail 4,778.20 

Total -value  of  rail  to  he  depreciated $  5,749.97 

Original  Scrap  Wear  ng 

Depth  Depth  Depth 

I'eiin  rail.  P-238  72   64  40   64  32   64 

Depreciation  for  each  1  ,  64th  in.  wear 

For  P-238;   1  '32  of  $5,749. 97  =  $179. 68 

Part  Not  Depreciated. 

Excavation SI  ,237  .  50 

Recapitulation. 

Part  depreciated  with  joints $   1,388.96 

Scrap  value  of  part  depreciated  with  joints 116.27 

Part  depreciated  with  ties 3,601 .  1  7 

Scrap  value  of  part  depreciated  with  ties 1,797.99 

Part  depreciated  with  rail 5,749.97 

Scrap  value  of  part  depreciated  with  lail 1,068.02 

Part  not  depreciated  (excavation) 1.237.50 

Total $14,959.88 


TRACK.  35 


CLASS  A-4. 

7  1/8  in.  and  7  in.  Girder  Rail,  80  lb.  30  ft.  Lengths,  Bonded  on 
Cinder  Ballast. 

(1)     Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 

Amount  Unit  Cost  Total  Cost 

Total  cost  to  produce  one  mile  of 

single  track.  Class  A-0 S10.4o4.76 

Additional: 

Excavation 782  cu.  vd.  SO. 50              .391 .00 

Ballast,  cinders 1.40,5  cu.  vd.  .90           1,264.. 50 

Labor,  placing  ballast 5,280  ft.  .05              264.00 

$12,374.26 

Organization,  engineering  and  incidentals,  15', 1,856. 14 

Total  cost  per  mile $14,230.40 


VALUATION      THE   SOUTHERN      TREET   RAILWAY. 


(2)  Depreciation  of  One  Mile  of  Single  Track. 
Depreciation  Due  to  Joints. 

(Sanio  as  Class  A-0.) 

Aiiinial  (Icprcciatioii  in  |)Ci-  cfMit  of  \vcaiin<!;  value o^c 

Depreciation  Due  to  Ties. 

Co.st  New  Scrap  \'alue         Wearing  Value 

Ties.  (Iclivoicd SI. 584. 00  $1,584.00 

Tie  rods 211.20 

3. 5.S  tons  scrap  (0   $10.00.  .  $      85.30  ] 75 . 00 

Spikes 98.40 

2.4  tons  scrap  (ft   $10.00.  .  .  24.00  74.40 

Cinder  ballast 1,264.50 

Deduct  259r  for  leclainiing.  948.38  316.12 

Labor,  placing  ballast,  5,280  ft. 

(a  5c 264.00  264.00 

Labor,  placing  ties  5,280  ft.    (a 

3c 158.40  158.40 

$3,580  50     $1,007  68     $2,572  82 

Life  of  tie,  17.5  years. 

.Annual  depreciation,  due  to  ties $2,572.82 

=  $147.02 

17.5 

.-\nniud  dei)reciation  in  per  cent  of  wearing  value 5 -790 

Depreciation  Due  to  Rail. 


(Same  as  Class  A-0.) 


Cost  of  parts  depreciated  with  joints S   1.789.24 

Cost  of  parts  depreciated  with  ties 3.580.50 

Cost  of  parts  depreciated  with  rail 5.767.02- 


Total  cost  of  parts  depreciated $11,136.76 

$1,789.24=  16.  l^t  of  $11,136.76 
3. 580. 50  =  32. 2 f;;  of  11.136.76 
5, 767. 02  =  51.  7^;  of     11,136.76 

Note:  The.-;e  {percentages  to  be  used  to  distribute  to  joints, 
ties  anil  rails,  the  proper  proi)ortion  of  cost  remaining  to  be  de- 
preciated. 


TRACK.  37 


Parts  Remaining  to  be  Depreciated. 

Organization,  engineering  and  ineidentaLs.  lo'/o-Sl,858  . 1-4 


16.1%   of  $1,856.14=    amount  to  be  depreciated  with 

joints S      298.84 

Actual  wearing  value  of  joint:- 1,556.81 


Total  value  of  joint.^  to  be  depreciated  5'^  annually  .  -S   1,855.65 
5%  of  .S1,855.65==S92.78,  annual  depreciation. 

32.2%   of  $1,856. 14  =  amount   to   be   depreciated   with 

ties $      597.68 

Actual  wearing  value  of  ties 2,572.82 


Total  value  of  ties  to  be  depreciated  5 . 7'  x  annually  .  $    3,170 .  50 
5 .  7Sx  of  $3, 170 .  50  =  $180 .  72.  annual  depreciation. 

51.7%    of   $1,856 .  14  =  amount   to   be   depreciated   with 

rail $      959.62 

.-Actual  wearing  value  of  rail 4,705.60 


Total  value  of  rail  to  l)e  depreciated $  5,665.22 

Original                                  Scrap  Wearing 

Depth                                      Depth  Depth 

Penn  rail,  P-238 72   64                    40   64  32   64 

Loraine  rail,  L-316 77   64                    40   64  37   64 

Depreciation  for  each  1    64th  in.  wear: 

For  P-238;    1    32  of  $5,665.22  =  $177.04 
For  L-316;    1    37  of    5,'665.22=    153.11 

Part  not  Depreciated. 

Excavation $  1,237  .  50 

Recapitulation. 

Part  depreciated  with  joints $  1,855.65 

Scrap  value  part  depreciated  with  joints 232.4.'!) 

Part  depreciated  with  ties 3,170.50 

Scrap  value  part  depreciated  with  ties 1,007.68 

Part  depreciated  with  rail 5,665.22 

Scrap  value  part  depreciated  with  i-ail 1,061 .42 

Part  not  depreciated  (excavation) 1.237.50 

Total $14,230.40 


5>5i84H 


:?S  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


CLASS  A-5. 

7  in.  Girder  Rail,  80  lbs.,  30  ft.  lengths,  no  Bonds,  Stone 

Ballast. 

(1)  Estimate  Cost  to  Produce  One  Mile  of  Single  Track. 

Amdiiiit  Unit  Co.-^t  ToImI  Cost 

Total  cost  to  pi'oduce  one  mile  of 

single  truck.  Class  A-0 SIO.4.54  .  76 

Additional: 

Excavation 782  cu.  vd.  SO. 50  .391 .00 

Ballast,  stone 1,405  cu.  vd.     1 .65  2,818.25 

Labor,  placing  ballast 5.280  ft.                .05  264.00 

$13,428  01 

Deduct: 

Honding  joints    (material   80c.    labor  45c),   352    (o 

SI.  25 440.00 


$12,988.01 

Organization,  engineering  and  incidentals.  15*^7 1.948.20 


Total  cost  per  mile $14,936.21 


Cost  New 

Scrap  \'alwe 

Wearing  Value 

158.40 

s 

40 .  59 

S    117.81 

398 . 84 

103.84 

295 . 00 

52 .  80 

52.80 

739 . 20 

739.20 

TRACK.  39 

(2)  Depreciation  of  One  Mile  of  Single  Track. 
Depreciation  Due  to  Joints. 

Kail    cut-off.    3'^(     of    cost    and 

hauling S     158.40 

3.69  tons  scrap  (ci  $11  .00.. 

Fish  plates  and  bolts 

9.44  scrap  tons  (a   $11.00.. 
Labor  on  joints,  5,280  ft.  (a   Ic  .  . 

Labor.  5.280  ft.  (5   14c 

(Placing  rail  .^-, 
making  j  o  i  n  t  s 
and   spiking,  per 

ft $0 .  09 

Surfacing,  per  ft..  .       .02 
Cleaning        street.; 
and    incidental.?, 
per  ft 03 

$0.14) ■ ■ 

$1,349.24     $    144.43     $1,204.81 

Life  of  joint,  20  years. 

Annual  depreciation  per  mile,  due  to  joints $1,204.81 

^-^"24 


20 


Annual  depreciation  in  per  cent  of  wearing  value o  /o 

Depreciation  Due  to  Ties. 

(Same  as  Class  A-1.) 

Annual  depreciaticm  in  pe/  cent  of  wearing  value 5.7'^( 

Depreciation  Due  to  Rail. 

(Same  as  Class  A-0.) 

Cost  of  parts  depreciated  with  joint.; $   1,349.24 

Cost  of  parts  depreciated  with  tie'^ 4,634.25 

Cost  of  parts  depreciated  with  rail 5,767.02 

Total  cost  of  parts  depreciated $11,750.51 

$1,349 .  24  =  1 1  . 5%  of  $1 1  750 .  51 
4,634. 25  =  39. 4^;  of  11,7.50.51 
5,767.02  =  49.  H;  of     11,7.50.51 

Note;     These  percentages  to  be  used  to  disti'ibute  to  joints,  ties, 
and  rails,  the  jn-oper  propoi'tion  of  cost  remaining  to  be  depreciated. 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


Part  Remaining  to  be  Depreciated. 

()i'f;aiii/,;ii  inn,  cii^iiiccriii';  unci  iucidcutal.s,  \i')',o ^    1,948.20 


11.5'(,   of   $I,y48.2()  =  am()unt    to   be   dopreciated   with 

joints $      224.04 

.\('tual  wcariiisi  \'alu(>  of  ioints 1,204.81 


Total  \-alu(' of  joints  to  Ix- depreciated  5%  aniuiall\-.$   1,428.85 
5^';  of  .SI, 428. So  =  $71  .44,  annual  depreciation. 

.•■{9.4':;,    of  SI. 048. 20  =  amount   to   be   depreciated    with 

ties S      767 .  oO 

Actual  wearing  value  of  ties 2,8.36.26 

Total  value  of  ties  to  be  depreciated  o.l'/l  annualh'.    %  3,603  .76 
5.7%  of  .S.3,60.3  .  76  =  $205 .  41 ,  annual  depreciation. 

49.1%   of  $1,948. 20  =  amount   to   be   depreciated   with 

rail $      956.66 

Actual  wearing  value  of  i-ail 4,705.60 


Total  value  of  rail  to  he  depreciated $  5,662.26 

Original  Scrap  Wearing 

Depth  Depth  Depth 

Penn  lail,  P-91 66/64  40  /64  26  /64 

Depreciation  for  each  1  /64th  in.  wear: 

For  P-91;   1  /26  of  $5,662. 26  =.$2 17.  78 

Part  not  Depreciated. 

Excavation $   1,237  .  50 

Recapitulation. 

Part  depreciated  with  joints S   1,428.85 

Scrap  value  of  part  depreciated  with  joints 144.43 

Part  depreciated  with  ties 3.603 .  76 

Scrap  value  of  part  depreciated  with  ties 1.797.99 

Part  depreciated  with  rail 5.662.26 

Scrap  value  of  part  depreciated  with  rail 1.061  .42 

Part  not  depreciated  (excavation) 1.237.50 

Total $14,936.21 


TRACK.  41 


CLASS  A-6. 

7  in.  Girder  Rail,  80  lb.  30  ft.  Lengths,  Bonded  on  Slag 

Ballast. 

(1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 

Amount  Unit  Cost  Total  Cost 

Total  cost  to  produce  one  mile  of 

single  track,  Class  A-0 

Additional: 

Excavation 782  cu.  vd.$0..5() 

Ballast,  slag 1,40.5  cu.  vd.    1 .6.5 

Labor,  placing  ballast 5.280  ft.  0.05 


10,454. 

76 

391. 

.00 

2,318, 

.25 

264 

.00 

$13,428.01 

Organization,  engineering  and  incidentals,  15% 2,014.20 

Total  cost  per  mile $15,442.21 

(2)  Depreciation  of  One  Mile  of  Single  Track. 

(Depreciation  for  all  cases  same  as  in  Class  A-1.) 


r_' 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


CLASS  A-7. 

7  in.  Girder  Rail,  80  lb.  30  ft.  Lengths,  Bonded  on 
Cinder  Ballast. 

1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 


Aiiiiiuiit  Unit  Cost 

Total   cost    to   produce   one  luilc  of 

single  track.  ('la.>s  A-O 

.Additional: 

E.xcavation 521  eu.  vd.  $0.50 

Ballast,  cinder.s 1,144  cu.  vd.       .90 

Lal)or,  placinji  ballast 5.280  ft.  .05 


Organization,  engineering  and  incidentals,  15'^ 
Total  cost  pel-  mile 


Total  Cost 

$10,454.76 

260 . 50 

1.020.60 

264.00 

$12,008.86 

1.801  .33 

$13,810  19 


(2)  Depreciation  of  One  Mile  of  Single  Track. 
Depreciation  Due  to  Joints. 

(.Same  as  Class  A-O.) 

Annual  depi-eciatiim  in  per  cent,  of  wearing  value. 


5% 


Depreciation  Due  to  Ties. 


Scrap  Value         Wearing  Value 

$1,. 584. 00 


Cost  New 

Tie.s,  delivered $1,584.00 

Tie  rod.^ 211  .20 

3 .  53  t ons  sc rap  (a   $10. 00. . 
Spikes 

2.4  tons  scrap  (5  $10.00..  . 
Cinder  ballast 

Deduct  25^  (  for  reclaiming 
Labor,  placing  balla.st.  5.280  ft. 

(a  5c 

Labor,    placing    ties,    5.280    ft. 

@,  3c 

$3,345  60         $831.50     $2,514  10 
Life  of  tie,  17.5  years. 

Annual  depreciation  per  mile,  due  to  ties $2,514.  10 

=  $143.70 

17.5 
.\nnual  depreciation  in  per  cent  of  wearing  value 5.7'^o 


$ 

35 .  30 

1 75 . 90 

98.40 

24 .  00 

74.40 

1,029.60 

772.20 

257 . 40 

264 . 00 

264.00 

158.40 

158.40 

TRACK.  VA 

Depreciation  Due  to  Rail. 

(Same  lu-^  Clas.^  A-O.) 

Cost  of  parts  depreciated  with  joints S   1,789.24 

Cost  of  parts  depreciated  with  ties 3,345.60 

Cost  of  parts  depreciated  with  rail 5,767.02 


Total  cost  of  parts  depreciated $10,901.83 

$  1 ,  789 .  24  =  1 6  . 4  %  of  $  10,901. 86 
3,345.60  =  30.7%  of     10,901.86 
5,767.02  =  52.9f;v  of     10,901.86 
Note:     These  percentages  to  he  used  to  distrihuto  to    oiiit  •,  tie^ 
and  rails,  the  proper  proportion  of  cost  remaining  to  b?  flepreciated. 

Parts  Remaining  to  be  Depreciated. 

Organization,  engineering  and  incidentals 15'4-$1,801  .33 

16.4%    of   $1.801. 33  =  amount   to   be   depreciated   with 

joints %      295.42 

Actual  wearing  value  of  joints 1,556.81 


Total  value  of  joints  to  be  depreciated  5%  annually  .  $   1,352  .  23 
5%  of  $1,852. 23  =  $92.61,  annual  depreciation. 

30.7%   of   $l,801.33  =  amount   to   be   depreciated    witli 

ties $      553.01 

Actual  wearing  value  of  ties 2,514. 10 

Total  value  of  ties  to  be  depreciated  5  .  7V(  annually  .  $  3,067 .  11 
5.7%  of  $3,067. 11  =$174.82,  annual  depreciation. 

52 . 9  of  $1,801 .  33  =  amount  to  be  depreciated  with  rail .  .  $  952 .  90 

Actual  wearing  value  of  rail 4,705.60 

Total  value  of  rail  to  be  depreciated $  5,658.50 

Original  Srrap  Weariiis 

Depth  Depth  Depth 

Penn  rail,  P-91 66/64  40   64  26  ,  64 

Depreciation  for  each  1  /64th  in.  weai- 

For  P-91;    1/26  of  $5,658  .50  =  $2 17  .63 

Part  not  Depreciated. 

Excavation $   1,107  .  00 

Recapitulation. 

Part  depreciated  with  joints $   1,852.23 

Scrap  value  part  depreciated  with  joints 232.43 

Part  depreciated  with  ties 3,067 . 1 1 

Scrap  value  part  depreciated  with  ties 831 .50 

Part  depreciated  with  rail 5,658.50 

Scrap  value  part  depreciated  with  rail 1,061  .42 

Part  not  depreciated  (excavation) 1,107.00 

Total $13,810.19 


w 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


CLASS  B-0. 

7  in.  Girder  Guard  Rail,  96  lb.  30  ft.  Lengths,  Bonded 
on  Stone  Ballast. 

1)  Estimate  of  Cost  to  Produce  One  Mile  of  Single  Track. 

Amount  Unit  Cost  Total  Cost 

\{a\\,  \)(}  11).  per  yard.  (Iclivcicd.  .      150.86  ton.s  S60.00      S  0,051 .60 


Hauling  to  street 150.86  tons  1.00 

Kxt-avation 2,475  cu.  yd.  .50 

Ballast,  stono 1 ,405  cu.  yd.  1 .65 

Ties,  delivered 2.112  .75 

Tie  rods 704  .30 

Fish  plates  and  bolts *).44  tons  42.25 

Spikes  for  rail 24  kegs  4. 10 

Cross  ))onds 6  2.00 

Bonding  joints,    niatei'ial    cSOc, 

labor  45c 352  1  .25 

Labor,  laving  ti-ack  and  i)lacing 

ballast.  ' 5,280  ft.  .35 


Organization,  engineering  and  incidentals,  15%..  . 


50 .  86 

1,237.50 

2,318.25 

•],.584.00 

211.20 

398 . 84 

98 .  40 

12.00 

440.00 

1,848.00 

$17,350.65 

2,602.60 

$19,953.25 


Total  cost  per  mile 

(2)  Depreciation  of  One  Mile  of  Single   Track. 
Depreciation  Due  to  Joints. 

Cost  New  Scrap  \'alue        Wearing  \alue 

Rail    cut-off,    3' (     of    cost    and 

hauling.. $     276.02 

4.39  tons  scrap  @  $11.00.  .  $  48.29  S  227.73 

Fish   plates   and   bolts, 398 .  84 

9.44  tons  scrap  (ct  SI  1.00.  .  . 

Bonds,  352  (a   25c 

Labor  on  joints,  5,280  ft.  @  Ic 
Labor,  5,280  ft.  (a    14c  ......  . 

(Placing  rails,  making  joints 

and  spiking,  per  f t .  .  .  $0 .  09 

Surfacing,  per  ft .02 

Cleaning    streets    and 

incidentals,  per  ft.  .      .03 

SO. 14) 


103.84 

295.00 

440 . 00 

88 .  00 

352 . 00 

52 .  80 

52 .  80 

739 . 20 

7.39.20 

$1,906  86      $240.13       $1,666.73 


Life  of  joint,  20  years. 

Annual  depreciation  per  mile,  due  to  joints, SI, 666. 73 


=    $83.34 


20 


Annual  dejireciation  in  ]ier  cent  of  wearing  value 5% 

Depreciation  Due  to  Ties. 

(Same  as  Class  A-1.) 

Annual  depi-eciati(m  in  per  cent  of  wearing  value 5.7% 


TRACK.  Jf) 

Depreciation  Due  to  Rail. 

C(jst  New  Scrap  Value  Wearing  N'alue 

Rail,  97 Vc  of  rail  and  hauling  $8,926.44 

97%     scrap,     142    tons     ^ 

$11.00 $1,562.00 

Deduct  for  removal, 

per  mile 260 .  00 

$1,302.00  $1,302.00        $7,624.44 

Cross  bonds 12.00 

Scrap  bonds,  6  @  50c 3 .  00  9 .  00 

Labor  remaining  to  be  depre- 
ciated        633.60  633.60 

$9,572.04       $1,305.00       $8,267.04 


Cost  of  parts  depreciated  with  joints $1,906.86 

Cost  of  parts  depreciated  with  ties 4,634.25 

Cost  of  part.^  depreciated  with  rails 9,572.04 

Total  cost  of  parts  depreciated $16.1 13. 15 

$1,906.86  -  11.8%  of  $16,113.15 
4,634.25  =-28.7%  of     16,113.15 
9,572.04  =  59.5%,  of     16,113.15 
Note:     These  percentages  to  be  used  to  distribute  to  joints, 
ties   and   rails,  the   proper  proportion  of  cost  remaining  to  be  de- 
preciated. 

Part  Remaining  to  be  depreciated. 

Organization,  engineering  and  incidentals,  15%  — $2,602.60 

1 1.8%:  of  $2,602.60  =  amount  to  be  depreciated  with  joints      307 .  1 1 
Actual  wearing  value  of  joints 1 ,666  .  73 


Total  value  of  joints  to  be  depreciated  5'  ,'   annuallv  $1,973.84 
5%  of  $1,973.84  =  $98.69,  annual  depreciation. 

28.7''{    of  $2,602.60    =   amount  to  be  depreciated   with 

ties $     746  .  94 

Actual  wearing  value  of  ties 2,836  .26 


Total  value  of  ties  to  be  depreciated  5.7%  annuallv    $3,583.20 
5.7%  of  $3,583.20  =  $204.24,  annual  depreciation.' 
59.5%,  of  $2,602.60  =  amount  to  be  depreciated  with  rail  $1,. 548. 55 
Actual  wearing  value  of  rail 8,267.04 


Total  value  of  rail  to  be  depreciated $9,815.59 

Original  Scrap  Wearing 

Depth  Deptli  Depth 

Loraine  rail  L-357:  72   64  40/64  32   64 

Depreciation  for  each  1  /64th  in.  wear — 

For  L-357      1    32  of  $9,815.59  =  $306.74 


Hi  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


Part  Not  Depreciated. 

l']\('avatioii $  ]/237.o0 

Recapitulation. 

Part  <l('|)r(M-iate(I  with  joints S  1,97.3.84 

Scrap  value  of  })ai't  depreciated  with  joints 240.  1.3 

Part  depreciated  with  ties 3,.5S3.20 

Scrap    value  of  part  depreciated  with  tie.- 1,797.99 

Part  depreciated  with  rail 9,81.5.59 

Scrap  value  of  part  depreciatcxi  with  rail 1,. 305. 00 

Part  not  depreciated  (excavation) 1.237.50 

Total $19,953.25 


DEPRECIATION  ] 

DUE  TO 

Deduct 

Tr»t€»l 

Present 
v  alue 

Present 
Value 

Joints 

Ties 

Rails 

1  ULtll 

Depreciation 

(Per  Mile) 

S5 .  24 

$    388.92 

$      544. 

45 

$1,118.61 

$13,786.26 

S     1,999.01 

70.48 

777.84 

2,852. 

,92 

4,001.24 

10,903.63 

25,688 .  95 

77.86 

583 . 38 

2,744. 

.03 

3,605.27 

11,299.60 

42,170.10 

96.07 

612.72 

2,760. 

.66 

3,669.45 

16,283.80 

1,530.68 

85.24 

388 . 92 

3,157. 

,81 

3,731.97 

11,172.90 

6,871.33 

86 .  80 

2,182.80 

2,736. 

,34 

6,305.44 

5,717.53 

7,592.88 

1)7.38 

408 . 48 

1,441. 

,68 

2,047.54 

17,905.71 

2,381.46 

92.65 

20,5 .  29 

1,066. 

,  38 

1,364.32 

14,077.89 

17,907.08 

71.44 

205 . 4 1 

1,241. 

35 

1,518.20 

13,418.01 

9,768.31 

59.45 

205.27 

718. 

,72 

993 . 44 

13,966.44 

6,731.82 

09 .  04 

1,746.24 

912. 

11 

3,767.39 

8,255.58 

9,262.76 

11.80 

2.463.48 

.1,784. 

57 

5,359.85 

10,082.36 

1,784.58 

1 1 .  80 

2.463.48 

1,632. 

23 

5,207.51 

10.234.70 

3,152.29 

96.07 

612.72 

1,134. 

.94 

2,043.73 

17,909.52 

3,098.35 

19.]  5 

2,258.19 

760 

.  33 

4,037.67 

11,404.54 

12,465.16 

92.65 

205 . 29 

353 

.64 

651.58 

14,790.63 

18,192.47 

92 .  78 

1 80 . 72 

1,681 

.88 

1 ,955 .  38 

12,275.02 

3,657.95 

92 .  78 

180.72 

1,653 

.59 

1,927.09 

12,303.31 

3,666.38 

03 .  93 

2,272.66 

1,852 

.96 

5,329.55 

8,480.64 

14,094.82 
$192,016  38 

TANGENT  TRACK  DETAILS. 


STllEET 

Twcnty-seconi 
Twenty 


Ashland  Av 
Ashland  Av 
Aslilan.l  Av 
Kedzii'  A,. 


01        ISilB     IWT 


'Jilt     1VI()     ulli; 


$14  004  87 
14 '104  87 

14  '104  S7 
I'lOSi  25 
H  <I04  S7 
1>I)>2  07 
jt'dl  25 

15  442  21 
14'ii6  21 
14 'b1  8!> 
12  022  07 
It  442  21 
15  442  21 
10  05)  25 
15  442  21 
15  442  21 
14  2iO  40 
14  210  40 
HSIO   10 


.145    i     2,161.20     :    185.24       $ 


38S,!12 

S    .544.45 

$1,118.61 

$13,T.S6.26    S 

1 .000  . 0 1 

777.84 

2,852.92 

4,001.24 

10.003.63 

25,688 .  05 

.583.. -iS 

2,744.03 

3,605.27 

11.200.60 

42,170.10 

612.72 

2,760.66 

3.660.45 

16,283.80 

1.. 530. 68 

:ts« .  02 

3,157.81 

3,731  07 

1  1 , 1 72 . on 

6,871.33 

012.1 1 
1.7.S4.57 
1 ,632 .  23 
1,134.04 
760.33 
353.64 
1,681.88 


17.246   $262,028  42 


TRACK. 


TANGENT  TRACK. 

Depreciation  per  Mile. 

Class  Due  to  Joints  Due  to- Ties 

(per  year)  (per  year) 

•A— 0 S92.42  $145.52 

A— 1 92.65    205.29 

A— 2 92.62    194.46 

A— 3 69.45    205.27 

A— 4 92.78    180.72 

A— 5 71.44    205.41 

A— 6 92.65    205.29 

A— 7 92.61    174.82 

'B— 0 98.69    204.24 


(per 

Due  to  Rail 
■  1  ,64  in.  wear) 

S217. 

.17 

(P-91) 

217 

.63 

(P-91) 

176 

.82 

(P-238) 

217. 

.78 

(P-91) 

179 

.68 

(P-238) 

177 

.04 

(P-238) 

153 

.11 

(L-316) 

217 

.78 

(P-91) 

217 

.63 

(P-91) 

176 

.82 

(P-236) 

217 

.63 

(P-91). 

306 

.74 

(L-357) 

4S  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SECTION  B. 
TRACK  SPECIAL  WORK. 

Summary. 


DesiT.pt^oii 

Single  track  crossinfj;,  electric  over 

electric,  45  degree 

Single  track  ci-os.sing,  electric  ovei- 

Hteam,  90  degree 32 

Single  track  cros.sing,  electric  over 

steam,  45  degree 

Single  track  turnouts. 

Single  track  branch-off 

Cross-overs 

Double  track  crossing,  electric  over 

electric,  90  degree 

Double  track  crossing,  electric  over 

electric,  45  degree 

Double  track  crossing,  curves  in 

one  quadrant 

Double  track  branch-offs 

Curve  track,  ft 


Grand  total  cost  new $52,010.46 

*Depreciation,  26% 13,522.72 

Present  value $38,487.74 

*In  depreciating  the  above,  each  piece  of  special  work  \ya3 
given  a  separate  depreciation  depending  on  its  present  condition 
and  from  all  of  these  an  average  depreciation  for  the  whole  Section 
was  arrived  at. 


.Amount 

Unit  Cost 
New 

Total  Ccst 
iSew 

2 

S  257.48 

•S       514.96 

32 

294 . 1 1 

9,411.52 

36 
4 
1 
6 

344 . 1 1 
566.60 

778.85 
887.30 

12,387.96 
2,266.40 

778.85 
5,323.80 

3 

864.85 

2,594.55 

1 

.    964.85 

964.85 

1 
2 

829 

3,272.20 

1,824.65 

4.90 

3,272.20 
3,649.30 
4,062.10 

lentals, 

15% 

$45,226.49 

. .      6,783.97 

DESCRIPTION  OF  SPECIAL  WORE. 


li 

■J|l 

:ji|ii!| 

i 

1 

11 

|!| 

III 

Eg 
3.= 

i 
1 

1 

i 

.vSK!. 

LOCATION 

1 

Twentv-second  St.  near  Ogden  Ave. . 
Twenty-second  .St.  and  TiuiiibuU  Ave 

Twentv-sr 11,1  .SI    ;,i„l  K,,,li:ic  -\v.- 

Twct,H-<,. IS,     1,,:,,    K,„ki,„IISl 

Twe.itv--,,,,,>i,ist    :„i,l  1  :,i.i|,l.,ll    ^^, 
Twe„M-M.n„„ISt     ,111,1   \\r  ,,,1,    \>, 
Twflilv-c. ISI     :,,„l    1 1    .-, 

Tw.-.iM ,,,11,1  St    ,„  ,,   »  .        - 

Twc„1i-.-n,.i,ISt     I,.,,,     V >, 

Tweiitv.-,,|,,,iHl  St    11,  ,     [          ,     - 
TwcMltv-c.oii.l  St    iii„i    |, ,    - 

"::i  1 

J 

3 
4 
5 
6 
6 

8 

1 

' 

10 

\ 

J 


13 

Twenlv-.^ci-oiiil  .St.  ii.Mi  >  ,i|,,  ,1 ^,                             1 

H 

Twentv-secoiiil  .si    iiein  .l,,|,ii-,,ii  si                                       i, 

15 

Twentv-second  St,  ami  II,il-i,  ,t  St 

16,17.18 

Twentv-second  St.  nciii  ,1,  H,i-,,i,  St                                         i,                                1 

19 

Twentv-second  St.  , in, 1  1,1,, v.,  SI                                             i                                                          , 

20 

Lawndale  Ave.  and  Tlii.  tv.t,i>t  St                                                        1 

21 

Lawndale  Ave.  and  TwenI  v-liftli  Si 

Kedzie  Ave.  anil  Twcnty-Hftli  St                        j 

' 

1 

2  US 

2.3 

Twentv-fiflh  ,SI.  near  .Miu-IkiII  Itiv  ,1 

00 

25 
26 

[ 

Kedzie  Ave.  and  Tliiitnt  h  St 
Kcdzie  Ave.  near  Twenty-, .,,, ml  Si 

Throop  St.  and  Twenty-liftli  St 

Throop  St.  near  Bridge 

Throop  St.  near  Twenty-seeonil  St. .  . .          i                        2 
Tiiroop  St.  near  Twenty-first  St.  ...  * .  . ,     1 

90 

Totals 2    j  32    j  36    1     *    j.l    |     S    1     3 

1 

1 

2 

829 

TRACK.  49 


SINGLE  TRACK  CROSSING. 

Electric  over  Electric. 
45  Degree. 

Unit  Cost  Estimate. 

Amount  Unit  Cost  Total  Cost 

Rail  layout,  delivered $220.00 

10x10x1.5 

Excavation =  5.9cu.  vd.  $0.50  2.95 

27 

10x1  Ox. 75 

Ballast,  mixed =  2.Scu.  vd.  1.25  .'^.50 

27 

Ties,  delivered 10  0 .  75  7 .  50 

Spikes  for  rail i  keg.  4.10  1.03 

Bonding  joints,  (material  80c., 

labor  45c.) 8  1.25  10.00 

Labor 10  ft.  1.25         12.50 

Total  cost  of  crossing $257.48 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SINGLE  TRACK  CROSSINGS. 

Electric  over  Steam. 
90  and  45  Degree. 

Unit  Cost  Estimate. 

.■\mount                     Unit  Cost  Total  Cost 

Rail  layout,  delivered $210.00 

Excavation :i  cu.  vd.      («;     $0.50  1 .50 

Ballast 2  cu.  v<l.       @        1.25  2.50 

Ties,  delivered 12                                .75  !) .  00 

Spikes  for  rail 0.15  keg.      (S        4.10  .61 

Bonding  joints,  (material  80c., 

labor  45c.) 6                   (a         1.25  7.. 50 

Cross  bonds 2                   (a        2  .  00  4  .  00 

Oak  boards WO  F.B.M.     @,     30 .  00  ») .  00 

Labor 50.00 

Total,  90  degree  crossing $294 .  11 

For  45  degree  crossing,  add 50 .  00 

Total,  45  degree  crossing $344 .  11 


TRACK. 


SINGLE  TRACK  TURNOUT. 

Straight  track,  average  allowance 30  ft. 

Length  turnout  over  all 60  ft. 

Total 90  ft. 

Unit  Cost  Estimate. 

Amount                    Unit  C.st  Total  Co.st 

Point  and  mate,  delivered $113.00 

Curve  cross,  delivered 45.00 

Curved  rail,  delivered 60  ft.                     $'A.i)()  180.00 

Straight  track 30  ft.                        1  .00  30.00 

Excavation,  90  ft.  x  .469  =               42.2  cu.  vd.             .50  21.10 

Ballast,  90  ft.  x  .266  =                       23.9  cu.  vd.           1  .  25  29.90 

Ties,  delivered 45             '                  .50  22.50 

Spikes  for  rail 1  keg                       4.10  4.10 

Bonding  joints 12                             1.25  16.00 

(matei'ial  80c.,  labor  45c.) 

Cross  bonds 3                              2 .  00  6 .  00 

Labor 90  ft.                        1.10  99 .  00 

Total  cost  of  section $566 .  60 


VALUATION      THE   SOUTHERN    STREET  RAILWAY. 


SINGLE  TRACK  BRANCH-OFF. 

Curve,  one  90  ft.  long 90  ft. 

Straight  track  included .  20  ft. 

Total 110  ft. 

Unit  Cost  Estimate. 

Amount  Unit  Cost  Total  Cost 

Rail  layout,  delivered S530.00 

Excavation. 

(110  X  .469)— (20  X  .469)=             42.2  cu.  yd.  -SO. 50         21.10 
Ballast,  mixed,    " 

(110  X  .266)— (20  X  .266)=            23.9cu.yd.  1.25         29.90 

Ties,  delivered 55  .75         41.25 

Spikes  for  rail 1  keg  4.10           4.10 

Bonding  joints 12  1.25          15.00 

(material  80c.,  labor  45c.) 

Labor 110  ft.  1.25       137.50 

Total  cost  of  branch-off $778 .85 


TRACK.  .Y.i 


CROSS-OVERS. 

Straight  track  included 70  ft. 

Length  of  cross-over,  over  all 57  ft. 

Total 127  ft. 

Unit  Cost  Estimate. 

Amount  Unit  Cost  Total  Cost 

Cross-over,  dehvered -  $600 .  00 

Excavation,  127  X  .469  =                  59.5  cu.  yd.  $0.50  29.75 

Ballast  mixed,  127  X  .266  -              33.8  cu.  yd.  1.25  42.25 

Ties,  delivered 54  .75  40.50 

Spikes  for  rail 1  keg  4.10  4.10 

Bonding  joints 20'  1.25  25.00 

(material  80c.,  labor  45c.) 

Cross  bonds 3  2 .  00  6 .  00 

Labor 127  ft.  1.10  139.70 

Total  cost  of   cross-over $887 .30 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


DOUBLE  TRACK  CROSSINGS. 

Electric  over  Electric.     1)0  uiul  45  Degree. 

Unit  Cost  Estimate. 

.Amount  L'nit  Cost  Total  Cost 

Rail,  special  layout,  delivered.  .  .  $700.00 

Excavation,  20  x  20  x  L6 

=    2:-!.7  cu.  yd.  SO. 50  11.85 

27 
Ballast  mixed,  20  x  20  x  75 

-^ =     lO.lcu.  vd.  1.25  13.90 

27 

Tie.-,  delivered 40  .75  30 .00 

Spikes  for  rail 1  keg  4.10  4.10 

Bonding  joint.s. 

(material  80c.  lahor  45c) ....  24  1 . 25  30 .  00 

Lal)or 60  ft.  1.25  75.00 

Total,  90  degree  cr().-.iing. .  $864.85 

For  45  degree  crc^.-ing,  add 100.00 

Total,  45  degree  cro.=!.un2:. .  $984.85 


TRACK. 


DOUBLE  TRACK  CROSSING. 

Curves  in  one  quadrant. 

Unit  Cost  Estimate. 

.\iiiount  Unit  Cost         Total  C'o.«t 

Rail  layout,  delivered -12,740.00 

Excavation,  60  x  64  x  1.6 

=      76  ou.  vd.  $0.50  38.00 

3  X  27 
Ballast  mixed,  60  x  64  x  .75 

=      35.6  cu.  vd.  1.25  44.50 

3  x  27 

Tiea,  delivered 132  .75  i)U.()0 

Spikes  for  rail 2  kegs  4.10  8 .  20 

Bonding  joints 34  1 . 25  42.50 

(material  8()c,  lalioi'  45e) 
I-»t><>i' 300.00 

Total  co;!  of  crossing $3,272.20 


r>(i  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


DOUBLE  TRACK  BRANCH-OFFS. 

Curves,  2,  each  90  ft 180  ft. 

Straight  track  included 90  ft. 

Total 270  ft. 

Unit  Cost  Estimate. 

Aiuouiit  Unit  Cost  Total  Cost 

Rail  layout,  delivered $1,220.00 

Excavation,  270  X  .469  =              127  cu.  vd.  $0.50  68.50 

Ballast  mixed,  270  x  .266   =           71.8  cu.  vd.  1.25  89.70 

Ties,  delivered. 135            "  .75  101 .25 

Spikes  for  rail 2  kegs  4.10  8 .  20 

Bonding  joints 36  1 .25  45.00 

(material  80c.  lahoi'  45c) 

Labor 270  ft.  1.10  297 . 00 

Total  C0.4  of  branch-off $1,824.65 


TRACK. 


CURVE  TRACK. 

80  lb.  Girder  Rail. 

Estimate  of  Cost  to  Produce  One  Foot  of  Track. 

Cost  New 

Rail,  80  lb.  per  yard,  delivered S3. 00 

Excavation 24 

Ballast 44 

Ties,  delivered .30 

Tie  rods 04 

Fish  plates  and  bolts 08 

Spikes  for  rail 02 

Bonding  joints 08 

Labor,  laying  track 70 

Total  cost  per  foot  of  tracks $4.90 


")S 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


r 


_*^*^^j^  Cff_ 


^/wV.Sv**/-'"  *vr»/^ 


// 


// 


LAYOUT   No.    I. 
22.Td  St.  near  Ogden  Ave. 


LAYOUT   No.   2. 
22nd  St.  and  Trumbull  Ave. 


LAYOUT   No.   3. 
22nd  St.  and  Kedzie  Ave. 


LAYOUT   No.   4. 
22nd  3t.  near  Rockwell  St. 


TRACK. 


59 


* 

n 

5 

^ 

s 

; 

' 

? 

^ 

— 

>5 

\ 

f 

,; 

^ 

? 

V 



5l 

\ 

, 

(k 

^ 

1 

— 

—  v: 

ft 

5 

i^ 

s 

- 

:-: 

i         *. 

T              li 

M 

^»»/f>r>^tfC& 

.Tf-fV 

•      T 

- 

- 

..  J       <>'^»f"  '^f 

~ 

" 

~aL ^' 

.-> 

Z^*^///  ^/ 

— '               'S 
'f 

J 

1   L 

ft 

' 

M^CS/rrr^    /^^g 

- 

. 

C^/csga    -^jf 

— 

- 

-^ TF 

LAYOUT  No.   5. 
22nd  St.  and  Campbell  Ave. 


LAYOUT   No.  6. 
22nd  St.  and  Western  Ave. 


-< 

^s 

r.e^lUcJS/ 

T 

\ — ^=0. 

->Ci;^ — >-^ — — — 

V .S41. 

*^  frr^mf  f^^lfiJ^/ 


LAYOUT   No.   7. 
22nd  St.  near  Wood  St. 


LAYOUT  No.  8. 
22nd  St.  and  Ashland  Ave. 


CiO 


VALUATION      THE   SOUTHERN   STREET  RAILWAY. 


^iu 


LAYOUT   No.   9. 
22nd  St.  near  Loomis  St. 


r 


• 

V 

j 

ee"   s/r„/ 

J 

1 

1 

1 --^^ 

"1 

[■" 



S 

-^ 

^ 

-i 

LAYOUT   No.    10. 
22nd  St.  and  Throop  St. 


/^9Te  Ti^it  Cretf^ 


LAYOUT   No.    II. 
■2nd  St.  from  Sangamon  St.  to  Morgan 
St. 


LAYOUT   No.    12. 
22nd  St.  from  Morgan   St.  to  May  St. 


TRACK. 


61 


■iV- 

w 

^'^ 

1 

1 

1 [■ 

_i\ 

I 

i 

T 

\ 1- 



,\>\  ,                                     1 

1 

! 

t--  ' 

It 

"* 

LAYOUT   No.    13. 
22nd  St.  near  Sangamon  St. 


LAYOUT  No.    14. 
22nd  St.  near  Johnson  St. 


H 

»- 

i 

. 

1 

1 



'     • 

-- 



LAYOUT   No.    15. 
22nd  St.  and  Halsted  St. 


LAYOUT  No.    16. 
22nd  St.  near  Jefferson  St. 


()2 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


\ 

Jf//rrMn    St            \^ 

w 

^      ^ 

r 

w?^ 

\ 

LAYOUT  No.    17. 
22nd  St.  trom  Jefferson  St.  to  Union  St. 


LAYOUT   No.    18. 
22nd  St.  and  Jefferson  St. 


LAYOUT   No.    19. 
22nd  St.  and  Grove  St. 


LAYOUT   No.   20. 
Lawndale  Ave.  and  31st  St. 


TRACK. 


()3 


1 

V 

I 

~>     ;  ; 

v^ 

^  y/ 

III 

/  ) 

^5  "  $/re^f       //  /  , 

1    ^ 

y//^ 

/O             ^'^'■of*  Z^/yf^^  ^tT 

::>yCA\ 

1  V         — ^ 

1  ^^^.^~^^-    -44 

y  y 

r'-*f*_SS_5__ ,_  , 

'/ 

U-^' 

■/ 

-     1         r 

- 

LAYOUT   No.   21. 
Lawndale  Ave.  and  25th  St. 


LAYOUT  No.   22. 
Kedzie  Ave.  and  25th  St. 


-< 

»- 

/»j»y  M 

irfi-is//  Sou^ysn^   ^ 

eS^  Sfrfff 

'~- 

— ..^^ 

/?cv^/fr  rrgc*                           ■ 

^.^^-^^-.^^^ 

-~~._                   S,n,/.   rr^,.     1 

^^wrafs  Ito^f^   Sff^ca/ f^a.'/f  ^£? 

-< 

>- 

> 

y 

/ 

/  «- 

/* 

r     n 

/f 

^J^ 

^^^S"    Sfr^/ 

■''' 

r 

1 

■^ 

LAYOUT   No.   23. 
25th  St.  near  Marshall  Blvd. 


LAYOUT   No.   24. 
25th  St.  and  Rockwell  St. 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


^ 

e^- 

5/rwt' 

— ■ ' 

R 

/j 

f 

1 

\ 

(J 

-4 

/ 

IT 

f 

/J 

f 

''J 

LAYOUT   No.   25. 
22nd  St.  and  Rockwell  St. 


LAYOUT   No.   26. 
Kedzie  Ave.  from  30th  St.  to  28th  St. 


1 

1 

LAYOUT   No.   27. 
Kedzie  Ave.  near  22nd  St. 


LAYOUT   No.    28. 
Ashland  Ave.  near  22nd  St. 


TRACK. 


().') 


LAYOUT  No.   29. 
25th  St.  and  Throop  St. 


LAYOUT  No.   30. 
Throop  St.  near  Bridge. 


1  1 

T 

h 

*- 

'J 

1 

i'\ 

/i 

// 

^ 

k 

^ 

f7 

i^ 

W 

It 

LAYOUT  No.   31. 
Throop  St.  near  22nd  St. 


LAYOUT   No.   32. 
Throop  St.  near  21st  St. 


66 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SPECIAL  WORK. 

On  the  Riffht-of-wjiy  of  the  Southern  Street  Railway  Co. 


Maintained  by  Other  Parties. 


Location 

Twenty-second  St. 
and  Fortieth  Ave. 

Twenty-.second  St. 
and  Ogden  Ave.  . 


Twenty-second  St. 
and  Campbell  Ave. 

Twenty-second  St. 
and  Robey  St 

Twenty-second  St. 
and  Ashland  Ave. 


Twenty-second  St. 
near  Center  Ave. 

Twenty-second  St. 
near  Fisk  St ...  . 

Twenty-second  St. 
near  Union  St.  .  . 

Twenty-fifth  St. and 
Lawndale  Ave. . . 

Twenty-fifth  St.  and 
Kedzie  Ave 


Description 

Double  track  crossing,  curve 
connecting  outer  track  one 
quadrant,  90  degree 

Double  track  crossing,  curve 
connecting  outer  tracks  in 
45  degree  angle;  curve  con- 
necting inner  tracks  in  135 
degree  angle,  45  degree 

2-single  track  crossings,  elec- 
tric over  steam,  90  degree 

Double  track  crossings,  90 
degree 

2-single  track  crossings,  90 
degree 

2-single  track  crossings,  elec- 
tric over  steam,  45  degree 

2-single  track  crossings,  elec- 
tric over  steam,  45  degree 

2-.single  track  ci'ossings,  elec- 
tric over  steam,  45  degree 

Double  track  crossing,  90 
degree 

Double  track  -crossing,  90 
degree 


Maintaine  1  by 

Chicago  Union 
Traction  Co. 

Chicago  Union 
Traction  Co. 


C.B.&  Q.R.R. 

Chicago  Union 
Traction  Co. 

Chicago  City 
Railway  Co. 

Goodwille  Box 

Co. 

Union  Molding 

Co. 
Karpen  Bros. 

Chicago  Union 
Traction  Co. 

Chicago  Union 
Traction  Co. 


TRACK.  67 


SECTION  C. 

TRACK  ON  BRIDGES. 

Summary. 

Feet  of 

Single      „^,  Depre-        Cost         t,  *  i  r.    ^      Present    r-  .  ,  r,  ^ 

Elec-  When  ciation  New  Tot^l  Cast  Value  Total  Present 
trie         Built  (07^)         per  ft.  New  per  ft.  Value 

Track 

Twenty-second 

St.  Bridge..  .  .676     1906      11 .3  S3. 47  $2, .345. 72   S3. 08  $2,082.08 
Throop  St. 

Bridge 504     1902     18.        2.61    1,315.44     2.14     1,078.56 

Ashland  Ave. 

River  Bridge.    554     1907       9.2     2.61    1,419.84      2.37     1,289.28 
Ashland  Ave. 

Canal  Bridge. 264     1907       9.2     2.61       689.04      2.37       625.68 

Total $5,770.04  $5,075.60 

Estimate  of  Cost  to  Produce  One  Foot  of  Single  Track. 

96  lb. Girder    SOlb.Girder 
Guard  Kail  Rail 

Rail,  delivered SI .  75  SI .  00 

Ties,  delivered 30  .30 

Tie  rods 04  .04 

Bolts  and  fish  plates 08  .08 

Spikes  for  rail 02  .02 

Bonding  joints  and  cross  bond.s 08  .08 

Labor 75  .75 

S3. 02         S2.27 
Organization,  engineering,  and  incidentals,  15%.  .  .       .45  .34 

Total  cost  per  ft.  of  track $3  .  47         $2.61 


(IS 


VALUATION      THE  SOUTHERN   STREET   RAILWAY. 


V 

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LAYOUT  No.   33. 
22nd  St.  between  Grove  St. 
Jefferson  St. 


and 


LAYOUT   No.   34. 
Ashland  Ave.  over  Chicago  River. 


/////k>fs   a/s/ 

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Af/chi^an  CJhgf 

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LAYOUT  No.   35. 
Ashland  Ave.  over  111.  and  Mich.  Canal. 


LAYOUT   No.   36. 
Throop  St.  over  Chicago  River. 


TRACK. 


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70  VALUATION— THE  SOUTHERN  STREET  «AILWAY. 


SECTION  E. 
TANGENT  TRACK  IN  CAR  BARNS  AND  YARDS. 

Summary. 

Amount 

40  11).  "T"  rail 4,130  ft. 

40  11).  "T"  rail  (over  inspection  pits)     240  ft. 
60  lb.  "T"  rail 600  ft. 


Unit  Cost 

Total  Cost 

$0 . 86S 

S.3,.584.84 

.  58.5 

140.40 

1.120 

672.00 

Grand  total  cost  new $4,397  .24 

Depreciation,  25  % 1,099 .  31 

Present  value .S3,297.93 

Note:  Earthwork  is  not  included  under  above  head.  For 
this  item  see  "Fill  in  Car  Barns"  and  "Yard  Fill"  under  Exhibit 
VI,  Buildings. 

Estimate  of  Cost  to  Produce  One  Foot  of  Single  Track. 

40  lb.  "T''  Rail  *40  lb."T"Rail     65  lb."T"Rail 

Tail,  $29.00  per  ton 

Ties,  delivered 

Fish  plates 

Nuts  and  bolts 

Bonding  joints 

Spikes  for  rail 

Labor 


Organization,  engineering,  and 
incidentals,  15*5^ 


Total  cost  per  foot. 
*Over  inspection  pits. 


$0,346 

$0,346 

$0,561 

.20 

.20 

.027 

.031 

.031 

.012 

.012 

.012 

.05 

.05 

.02 

.02 

.02 

.10 

.10 

.10 

$0,755 

$0,509 

$0,974 

.113 

.076 

.146 

$0,868 

$0,585 

$1 . 120 

TRACK.  71 


SECTION  F. 

TRACK  SPECIAL  WORK  IN  CAR  BARNS  AND  YARDS. 

Summary. 

Amount 

Branch-offs  in  car  barns 12 

Branch-offs  in  yards. . 8 

Double     turnout,     three-throw,      1 
stub  switch. 

Cross-over  40  lb.  "T"  rail 1 

Crossing,  45  degree.  65  lb.  "T"  rail     1 

Turnouts,  65  Ih.  "T"  rail 2 

Girder  track,  curved 167  ft. 

Track,  curved,  40  lb.  "T"  rail.  .  .  .300  ft.  1.75  525.00 


Unit  Cost 

Total  Cost 

$200.00 

.12,400.00 

200.00 

1,600.00 

250.00 

250.00 

295.00 

295.00 

344 . 00 

344 . 00 

217.00 

434 . 00 

4.90 

818.00 

$6,666.00 

Organization,  engineering  and  incidentals,  15% 1,000.00 


Grand  total  cost  new $7,666.00 

Depreciation,  40% 3,066.00 


Present  value $4,600 .  00 


11  VALUATION      THE    SOUTHERN   STREET   RAILWAY. 

SINGLE  TRACK  BRANCH-OFF. 

A(\  II).  ••'I'"   Kail.      Iiiclii(liii,ii  ()()  It.  (if  r'iir\-(M|  Ti-ack,  lu.side 
I{ail  (liiai(lf'(l. 

Unit  Cost  Estimate. 

Amount  Unit  Co.st  Total  Crjst 

Kail,  hivout,  (lelivercMJ SI 24. 1.5 

Ties,  delivered 40  SO. 50            20.00 

Spikes  for  rail . 1  keg  4.10              4.10 

Bonding  joints 15  1  .  25            1  .S .  75 

(material  8()c,  lal)or  45c) 

Labor 33.00 

Total  cost  of  hranch-off _ $200.00 

DOUBLE  TURNOUT. 

40  11).  "T"  Rail.     Three-throw;  Stub  switch. 
Unit  Cost  Estimate. 

.\mount  I'nit  Co.st  Total  Cost 

Rail  layout,  delivered S149  .  70 

Ties,  delivered. .  .  .  v 50  SO .  50           25 .  00 

Spikes  for  rail ^  keg  4.10              2 .  05 

Bonding  joints 25  1  . 25            31 .  25 

(material  80c,  labor  45c) 

Labor 42  .  00 

Total  cost  of  switch S250 . 00 

CROSS-OVER. 

40  \h.  "T"  Rail.      No.  3^  Frogs. 
Unit  Cost  Estimate. 

.\mount  Unit  Cost  Total  Cost 

Branch-offs 2  S200.00       S400.00 

Deduct,  curved  track 60  ft.  1.75  105.00 

Total  cost  of  cross-over S295  .  00 

TURNOUT. 

65  lb.  '-T"  Rail. 
Unit  Cost  Estimate. 

Amount  Unit  Cost  Total  Cost 

Switch  points,  frog  and  stand S09.S0 

Track 60  ft.  SI .  12     .      67.20 

Labor 50 .  00 

Total  cost  of  turnout $217.00 


TRACK.  73 

CURVE  TRACK. 

40  11).  "T"  Rail. 
Including  One  Guard  Kail. 

Estimate  of  Cost  to  Produce  One  Foot  of  Track. 

Total  Cost 

Kail,  40  lb.  per  yard,  delivered $1 .20 

Ties,  delivered 25 

Fish  plates  and  bolts 04 

Bonding  joints.  .  .- 05 

Labor 21 

Total  cost  per  foot  of  track ♦  .  $1 .  75 


74 


VALUATION     THE  SOUTHEJJl  -STREET  RAILWAY. 


LAYOUT   No.   37- 
Car  Barns  and  Yards. 


EXHIBIT  II. 


ELECTRIC  POWER  DISTRIBUTION  SYSTEM. 

Comprising  the  Following  Divisions: 

A    Overhead  Trolley  Construction. 
B    Feeder  System. 


ELECTRIC   POWER   DISTRIBUTION   SYSTEM. 


EXHIBIT  II. 
ELECTRIC  POWER  DISTRIBUTION  SYSTEM. 

Summary. 

Cost  New  Present  Value 

Overhead  troUev  construction $31,933.60  $22,973.91 

Feeder  system 13,787.03  13,000.21 

Total $45,720.63  $35,974.12 


7S 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SECTION  A. 

OVERHEAD  TROLLEY  CONSTRUCTION. 

Summary. 

Division                       Miles                   Cost  New           Scrap  Value  Depreciation  Present  Value 

No.  1 2.691  $4,140.26  S  735.95  $1,370.97  $2,769.29 

No.  2 1.457   3,168.86    431.95  659.47  2,509.39 

No.  3 1.734   3.536.55    555.22  683.72  2,852.83 

No.  4 2.482   5,522.85    714.73  1,223.44  4,299.40 

No.  5 997    1,468.66    246.85  617.03  851.63 

No.  6 1.649   2,048.08    353.36  482.48  1,565.60 

No.  7 3.171    2,821.83    683.09  1,013.04  1,808.79 

No.  8 2.553   2,424.94    548.66  816.10  1.608.84 

No.  9 2.05    2,636.33    412.13  924.78  1,711.55 

Total...  18. 784  $27,768.35   $4,681.94  $7,791.03  $19,977.32 

Organization,   engin- 
eering and  inci- 
dentals, 157o '"4,165.25         702.29  1,168.66  2,99k59 

Grand  Total..  ..  $31,933.60  $5,384.23  $8,959.69  $22,973.91 


ELECTRIC  POWER   DISTRIBUTION   SYSTEM. 


79 


Scrap 
Value 

$1.00 
1 . 0(J 
4.60 
5.75 

Sc  a|) 
Value 

$2.60 

3.75 

Scrap 
Value 

$  4.00 

2 .  20 

4.80 

1 1  .  50 

10.80 

Set  Heeled 
nd  Breasted 

$  8.15 

9.40 

10.80 

12.25 

Ccst  in 
1  lace 

$29 . 70 
89.00 

Cost  in 
I'late 

$  71.60 

48.10 

80 .  00 

208.60 

185.00 

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so  VALUATION     THE   SOUTHERN   STREET    RAILWAY. 

The  joint  ()\viuM-slii|)  of  poles  was  invcstifiated  in  detail  and  an 
allovvanc(>  made  foi-  out.-ide  intei-est.  Poles  occupied  l)y  the  coin- 
|)an\'  in  which  thc\-  h;i\('  no  piopriel  ar\'  interest,  have  not  been 
listed. 

The  average  length  of  life  of  a  cedai'  pole  was  determined  from 
inspection  of  the  poles  in  place  to  be  22  years,  the  average  life  of 
ii-on  pipe  poles  to  be  40  years  and  life  of  iron  lattice  poles  30  years. 

Trolley  Wire  Data. 

Cost  pei"  jiound  of  new  trolley  wire 15.  12.oc. 

Weight  per  foot  of  new  #1/0  trolley  wire 32  lb. 

Cost  per  foot  of   new   #1/0  trollev  wii'e  (allowing  1>y   for 

sag) : " 4.88c. 

\'alue  per  pound  of  scrap  copper 10.      c. 

^^'eight  per  foot  of  ?  1  /O  scrap  trolley  wire 265  lb. 

\"alue  pel'  foot    of  #1/0  scrap  trolley  wire   (allowing   \% 

for  sag) 2.6Sc. 

Weight  per  foot  of  new  ^2  ;0  trolley  wire 403  lb. 

Cost  per  foot  of  new  #2/0  trolley  wire  (allowing  1'/^  foi- 

sag) 6  .  15c. 

Weight  pel'  foot  of  scrap  ;*2  /O  trolley  wire 325  lb. 

\'alue  per  foot  of  scrap  #2/0  trolley  (allowing  1%  for  sag)   3.28c. 
The  length  of  life  of  *1 /O   trolley  is  taken  as   1.972  years  per 

minute  of  headway  of  18  hours.      Tlie.  length  of  life  of     '2    0  trolley 
is  taken  as  2.236  years  per  minute  of  headway  of  1<S  hours. 

Owing  to  the  fact  that  headways  could  not  be  ol)tained  over  the 
lines  on  Kedzie  Ave.  from  Twenty-fifth  St.  to  Thiriteth  St..  and  in 
the  yards  and  that  no  headway  exists  on  Rockwell  St.  from  Twenty- 
second  St.  to  Twenty-fifth  St.  and  on  Twenty-fifth  St.  from  Rock- 
well St.  to  Kedzie  Ave.,  the  trolley  wire  in  these  sections  was  de- 
preciated 25 9f  by  inspection. 


ELECTRIC   POWER   DISTRIBUTION   SYSTEM.  81 

TYPES  OF  OVERHEAD  CONSTRUCTION. 

Class  A-0.     Iron  Pole;  Cross  Span. 

(2  ti'oUeys.  2  tracks) 

"  Cost  New. 

2  pole  collars $0 .  20 

2  wood  strains  or  equal 40 

2  porcelain  insulators 0,5 

2  old  0.  B.  hangers  or  equal 90 

2  trolley  ears,  9  in 40 

'48  ft.  strand  wire,  5  / 16  in ,3,3 

Labor 2 .  50 

$4778 
Class  A-1.     Iron  Pole;  Cross  Span. 

(2  trolleys,  2  tracks.) 

Cost  New. 

2  pole  collars SO .  20 

2  wood  strains  or  equal 40 

2  O.  B.  hangers 90 

2  trolley  ears,  12  in 90 

48  ft.  strand  wire,  5    16  in ,3,3 

Labor 2  .  50 

$5.23 
Class  A-2.     Iron  Pole;  Cross  Span. 

(2  trolley.s.  2  tracks.) 

Cost  New. 

2  wood  strains  or  equal ' $0.40 

2  old  0.  B.  hangers  or  equal 90 

2  trolley  ears,  9  in 40 

52  ft.  strand  wire,  5    16  in 36 

Labor 2 .  30 

$4.36 
Class  A-3.     Iron  Pole;  Cross  Span. 

(2  trolley.s  2  tracks.) 

Cost  New. 

2  wood  strains  or  equal $0.40 

2  O.  B.  hangers  or  equal 90 

2  trolley  ears,  12  in 90 

52  ft.  strand  wire,  5    16  in 36 

Labor 2 .  30 

$4.86 
Class  A-4.     Wood  Pole;  Cross  Span. 

(2  trolley,-:,  2  tracks.) 

Cost  New. 

2  wood  strains  or  ecpuil SO. 40 

2  O.  B.  hangers  or  ecpial 90 

2  trolley  ears,  9  in 70 

52  ft.  strand  wire,  5    16  in 37 

Labor 1.65 

$4.02 


S-i  VALUATION      THE   SOUTHERN    STREET   RAILWAY. 

Class  A-5.     Wood  Pole;  Cross  Span. 

(2  t  rollcy.-,  ■_'  1  rack.-;  tVcil  tup.) 

CoHt  Scrap 

N«w,  \'alue. 

2  <>;l()l)e  .strain. SO. 50 

2  feed  hanger.s 00 

2  ti'olley  ear.s,  9  in 70 

45  ft.  insulated  copper,  #4/0 4.95     S2.94 

15  ft.  .-'ti'and  wire,  5  '  16  in 11 

Lahor 2.00 

$9.16    $2  94 
Class  A-6.     Iron  Pole;  Cross  Span. 

(2  trulley.s,  2  trac-k.s;  feed  tap.) 

Cost  Scrap 

New.  Value. 

2  wood  strains  or  equal SO. 40 

2  feed  hangers 90 

2  ti-ollev  ears,  9  in 70 

45  ft.  insulated  copper,  #4/0 4.95     S2.94 

15  ft.  strand  wire,  5    16  in 11 

Labor 2 .  00 

$9  06    $2  94 
Class  A-7.     Iron  Pole;  Cross  Span. 

(2  trolleys,  2  tracks;  feed  tap.) 

Cost  Scrap 

New.  Value. 

2  pole  collars SO. 20 

2  wood  strains  or  equal 40 

2  porcelain  insulators 05 

2  feed  hangers 90 

2  trolley  ears,  9  in 70 

45  ft.  insulated  copper,  #4/0 4.95     S2.94 

10  ft.  strand  wire,  5    16  in 06 

Labor 2.00 

$9  26    $2  94 
Class  B-0.     Wood  Pole;  Cross  Span. 

(1  troUev,  1  track.) 

Cost  New. 

2  wood  strains  or  equal SO. 40 

1  0.  B.  hanger  or  equal 45 

1  trolley  ear,  9  in 35 

52  ft.  strand  wire,  5  / 16  in 36 

Labor 1.65 

$3.21 


ELECTRIC  POWER   DISTRIBUTION   SYSTEM.  83 


INDEX  TO  DIVISION  NUMBERS. 

Straight  Line       Special 

Divisions.        Layouts.  Street  Sections  Inclu:'e  I. 

1  Twenty-second  St.  from  Grove  St.  to  Ashland  Ave. 

1  Twenty-second  St.  bridge. 

2  Throop  St.  and  Twenty-second  St. 

3  Ashland  Ave.  and  Twenty-second  St. 

2  Throop  St.  from  Twenty-first  St.  to  Archer  Ave. 

4  Throop  St.  bridge. 

3  Ashland  Ave.  from  Twenty-second  St.  to  Archer 

Ave. 

5  Ashland  Ave.  bridge. 

4  Twentv-second  St.  from  Ashland  Ave.  to  Rockwell 

St. 

5  Rockwell  St.  from  Twentv-second  St.  to  Twentv- 

fifth  St.   and  Twenty-fifth  St.   from   Rockwell 
St.  to  Kedzie  Ave. 

6  Rockwell  St.  and  Twenty-fifth  St. 

7  Kedzie  Ave.  and  Twenty-fifth  St. 

6  Twenty-second  St.  from  Rockwell  St.  to  Kedzie 

Ave. 

8  Kedzie  Ave.  and  Twenty-second  St. 

7  .  Kedzie  Ave,  from  Twenty-second  St.  to  Thirt}-- 

first  St. 

9  A,  B  &  C  Kedzie   Ave.   and  Thirtieth    St;   and   Yards   and 
Barns. 

8  Twenty-fifth  St.  from  Kedzie  Ave.  to  Lawndale 

Ave.,   and    Lawndale   Ave.   from   Twenty-fifth 
St.  to  Thirty-fifth  St. 

10  Lawndale  Ave.  and  Twenty-fifth  St. 

9  Twenty-second  St.  from  Kedzie  Ave.  to  Fortieth 
'  Ave. 

11  St.  Louis  Ave.  and  Twenty-second  St, 

12  Fortieth  Ave,  and  Twentv-second  St. 


St 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


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VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


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SPECIAL  LAYOUT  No.  1. 

(Ovei'head  Ti'olley  Construction.) 
Twenty-second  St.  Bridge. 

l"iiit  Tdtal               .-^ci-ap 

Material.                                     .\mount.  Co.st.  Cost.                \alue. 

Eye  bolts 4  :«;  0 .  10          $       0 .  40 

Wood  strains 14  .20  2.80 

Straight  line  hangers 4  .45  1 .80 

Barn  hangers 102  .4,5  49 .  90 

Ears,  9  in .SO  .  35  10 .  50     $  .3  .  00 

Ears,  12  in ;-52  .45  14.40          4.48 

Splicing  ears 2  .50  1  .00            .40 

Galv.  strand  wire,  5    16  in.  .  .    90  ft.  .007  .6;> 

Galv.  .strand  wire,  I  in .300  ft.  .0085  2.55 

Iron  pipe  conduit,  24  in.  diani  40   ft.  .15  6.00 

Trollev  arches " 2  208 .60  417. 20       2.3  .  00 

Special  wt.  poles 4  80 .  00  320 .  00        1 7 .  20 

Cast  iron  weights 4  20 .  60  82 .  40       20 .  60 

Special     trollev     bridge     at- 
tachments ." 2 1 S .  00       69 .  76 

Trolley  trough 496   ft.  .50  248.00 

Total $1,375 .  58   $138.44 


«)4 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SPECIAL  LAYOUT  No.  2. 

(Overhead  Trolley  Construction.) 
Throop  St.  and  Twenty-second  St. 

I'nit  Total 

Material.  Amount.  Cost.  Cost. 

Wood  strains. 7  $0.20  SI. 40 

Globe  strains 4  .25  1 .00 

Brooklyn  strain 1  .50  .50 

Straight  line  hangers 10  .45  4.50 

Ears,'  9  in 10  .35  3.50 

Ears,  12  in 2  .45  .90 

Galv.  strand  wire,  5    16  in..  325  ft.  .007  2.27 

Galv.  strand  wire,  I  in 100  ft.  .0085  .85 

Total $14.92 


>crap 
A'alue. 


SI. 00 
.24 


$1.24 


ELECTRIC   POWER   DISTRIBUTION   SYSTEM. 


SPECIAL  LAYOUT  No.  3. 

,  (Overhead  Trolle}^  Construction.) 

Ashland  Ave.  and  Twenty  second  St. 

Unit  Total 

Material.                                     Amount.                   Cost.  Cost. 

Pole  collars 6              $0 .  10  S  0 .60 

Eve  bolts 6                   .10  .60 

Wood  strain.. 19                   .20  3.80 

Globe  strains 9                   .25  2.25 

Brooklyn  strains 10                   .50  5.00 

Straight  line  hangers '..]•)                   .45  8.55 

Single  curve  hangers 4                   .45  1.80 

Double  curve  hangers 1                   .50  .50 

Ears,  9  in 19                   .35  6.65 

Ears,  12  in 2                   .45  .90 

Splicing  ear 1                   .50  .50 

(lalv.  strand  wire,  ^  in 160                   .0085  1  .36 

Left  hand  Y 1                3 .  25  3 .  25 

Total $35 .  76 


Scrap 
Value. 


SI 

90 

24 

20 

70 

$3 

04 

\u\ 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


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SPECIAL  LAYOUT  No.  4. 

(Overhead  Trolley  Construction.) 
Throop  St.  Bridge. 

Unit  Total             Scrap 

Material.                                  Amount.                   Cost.  Cost.             \alue. 

Eve  bolts 8          $     0.10  S     0.80 

Wood  strains 8                   .20  1 .60 

Globe  strains 20                   .25  5 .  00 

Straight  line  hangers 2                   .45  .90 

Barn  hangers 37                   .45  12.15 

Ears,  9  in 2                   .35  .70     SO.  20 

Splicing  ears 4                  .50  2 .  00            .  80 

Feed  ear 1                  .50  .50            .20 

Galv.  strand  wire,  5    16  in.  .    50  ft.             .007  .35 

Galv.  strand  wire,  f  in 460  ft.             .0085  4.81 

Trollev  arches \ 2            208 .'60  417.20       23.00 

Trollev  arches  on  bridge.  .          4            185.00  740.00       41.20 

Special  wt .  poles 4              80 .  00  320 .  00        1 7 .  20 

Cast  iron  weights 4              20.60  82.40       20.60 

Special  trollev  bridge  attacli- 

ments....'. 150.00       48.00 

Total $1,738.41  $151.20 


ELECTRIC   POWER   DISTRIBUTION   SYSTEM. 


ffnJft  apt 

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SPECIAL  LAYOUT  No.  5. 

(Overhead  Trolley  Construction.) 
Ashland  Ave.  Bridge. 

,,         .   ,                                                                             ^"''  Total                 S<r;n» 

Material.                                   .Vinoimt.                    Cost.  Co.st.                \  aliie 

Kye  holts. _ 4              %     0.10  %       0.40 

Wood  strains 4                       .20  .80 

Globe  strains. 27                       .25  6 .  75 

l^rooklyn  strains 5                       .50  2.50 

Barn  hangers ."^8                       .45  17.  10 

Kai''N  f»  in 5                       .35  1.75-1;     0.50 

Feetl  ears 4                       .50  2.00            .80 

Trolley  arches .  .  . " 2                208 .60  4 1 7 .  20       T?> .  00 

Trolley  arches,  on  bridge.  ..       4                 185.00  740.00       41.20 

Special  wt.  poles 4                  80.00  .320.00        17.20 

(\ist  iron  weights 4           •        20.60  82.40        20.60 

Special  trolley  bridge  attach- 

nients 150.00       48.00 

Total $:l,740.90  $151.30 


9S 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


J\ 

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SPECIAL  LAYOUT  No.  6. 

(Oveiiiead  Ti'olley  Construction.) 
Rockwell  St.  and  Twenty-fifth  St. 

Unit  Total 

Material.                               Amount.                    Cost.  Cost. 

Eye  bolts 8             SO .  10             S  0 .  30 

Wood  strains 2                  .20  .40 

Globe  strains 2                   .25  .50 

Brooklyn  strains 4                   .50  2.00 

Straight  line  hangers 2                   .45             '  .90 

Single  curve  hangers 2                   .45  .90 

Double  curve  hangers 4                   .50  2.00 

Ears,  9  in 6                   .35  2.10 

Strain  ears 2                   .50  1.00 

Galv.  strand  wii-e,  5    16  in  .  ..30.3  ft.             .007  2. 12 

Total $12.22 


Scrap 
\'alue. 


SO .  60 


,40 


$1.00 


ELECTRIC   POWER   DISTRIBUTION   SYSTEM. 


99 


SPECIAL  LAYOUT  No.  7. 

,  (Overhead  Trolley  Con.struction.) 
Kedzie  Ave.  and  Twenty-fifth  St. 

Unit  Total  Scrap 

Material.  Amount.  Cast.  Cost.  \'alue. 

Eye  bolts 4  $0.10  $  0 .  40 

Wood  strains 16  .20  3  .  20 

Globe  strains 2  .25  .50 

Brooklyn  strains 3  .50  1 .50 

Straight  line  hangers 7  .45  3.15 

Single  curve  hangers 7  ."45  3. 15 

Double  curve  hangers 7  .50  3.50 

Ears,  9  in 18  .35  6.30       SI  .80 

Splicing  ears 3  .50  1 .50  .60 

Feeder  ear 1  .50  .50  .20 

Trolley  frog 1  3 .  25  3 .  25  .  70 

Trolley  Y's 2  3 .  25  6 .  50  1  .  40 

Rings 3  .10  .30 

Galv.  strand  wire,  5    16  in.  .560  ft.  .007  3.92 

Total $37.67     $4.70 


100 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SPECIAL  LAYOUT  No.  8. 

(()\-(M'hea(l  Trolley  Con.-tnietion.) 
Kedzie  Ave.  and  Twenty-second  St. 

rnit.  Total             iScrap 

Material.                                Amount.                   Cost.  Cost.             \  alue. 

l>„lc  collars 5              $0.10  $  0.50 

Wood  strains 21                   .20  4.20 

Globe  strain.^^ •')                    ^o  ]  .25 

Straight  line  hangers 14                   .45  6.30 

Single  curve  hangers 6                   .45  2.75 

Double  curve  hangers 5                   .50  2.50 

Ears,  9  in 22                   .  .35  7 .  70       S2 .  20 

Splicing  ears 5                   .50  2.50          1  .00 

Feeder"  ears 2                    .50  1.00             .40 

Trollev  frog 1                 3.25  3.25             .70 

Hight'hand  trollev  Y's 2                3.25_  6.50          1.40 

Galv.  strand  wire,  5    16  in.. 005  ft.              .OO*  4.23 

Total $42.68       $5.70 


ELECTRIC   POWER   DISTRIBUTION   SYSTEM. 


lUl 


LAYOUT   No.   qA. 

SPECIAL  LAYOUTS  No.  9  A,  B  &  C. 

(Overhead  Trolley  ('onHtruction.) 

Kedzie  Ave.  and  Thirtieth  St.;  and  Yards  and  Barns. 

Unit  Total              Scrap 

Material.                                Ainomit.                     Cost.  Cost.              \alue. 

Eve  bolts 10              $0.25  $     2.50 

Wood  strains 60                   .20  12.00 

Globe  strains 69                   .25  17.25 

Single  curve  hangers 24                   .45  10.80 

Double  curve  hangers 90                   .50  45.00 

Barn  "hangers 105                   .45  47.25 

Ears,  6  in. 52                  .20  10.40     $  3.64 

Ears,  9  in 76                   .35  26.60          7.60 

Ears,  12  in. .  . 79                  .45  35.55         9.48 

Splicing  ears 11                   .50  5 .  50          2 .  20 

Strain  ears 2                   .50  1 .00            .40 

Left  hand  trollev  Y's 7                3.25  22.75          4.90 

Anchors ' 9                5.00  45.00 

Wood  supports.  4  in.  x  6  in.  x 

36  in 84                   .50  42.00 

Wood  supports,  2  in.  x  12  in. 

X  48  in 6                   .75  4  .  50 

•Galv.  strand  wire 8,-590  ft.             .007  60.13 

Total $388.23    $24.22 


102 


VALUATION— THE   SOUTHERN   STREET   RAILWAY. 


LAYOUT  No.   qB. 

(Overheail    Special   Work.) 

Kedzie  Ave.  and  30th  St., 

Barns  and  Yards. 


ELECTRIC  POWER   DISTRIBUTION   SYSTEM. 


103 


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/^ff  X  300 


LAYOUT   No.  9C. 

(Overliead  .Special   Work.) 

Kedzie  Ave.  and  30th  St., 

Barns  and  Yards. 


104 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


1 

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SPECIAL  LAYOUT  No.  10. 

(Overhead  Trolley  Construction.) 
Lawndale  Ave.  and  Twenty-fifth  St. 

Unit  Total 

Material.                              Amount.                   Cost.  Cost. 

Wood  strains 8              $0.20  $   1  .60 

Straight  line  hangers 4                   .45         ■  1 .80 

Single  curve  hangers .9                   .45  4.05 

Double  curve  hangers S                   .50  4.00 

Ears,  9  in 20                  ..35  7.00 

Strain  ear 1                   .50  .50 

Splicing  ear 1                   .50  .50 

Galv.  strand  wire.  5    16  in  .  .395  ft.             .007  2.77 

Total $22.40 


Scrap 
Value. 


S2.00 
.20 
.20 


$2  40 


ELECTRIC  POWER   DISTRIBUTION   SYSTEM. 


10. "i 


SPECIAL  LAYOUT  No.  11. 

(Overhead  Trolley  Construction.) 

St.  Louis  Ave.  and  Twenty-second  St. 

Unit  Total 

Material.                                  Amount.                Cost.  Cost. 

Pole  collar 1              $().]()  S  0.10 

Eve  bolt.s 2                   .10  .20 

Wood  strains 24                   .20  4 .  SO 

Globe  strains 10                   .25  2.50 

Brooklyn  strains 2                   .50  1 .00 

►Straight  line  hangers 12                   .45  5.40 

Single  curve  hangers 14                   .45  6.30 

I)()ul)le  curve  hangers 18                   .50  6.50 

Ears,  9 'in 36                   .35  12.60 

Splicing  ears 3                   .50  4.00 

Splicing  sleeve 1                   .50  .50 

Trollev  pans 4                3.25  13.00 

Iron  ring 1                   .10  .10 

Channel  iron,  4  in 135  ft.             .26  35.45 

Trolley  trough 140  ft.             .50  70.00 

Total $162.45 


^(■rap 
\'alue. 


S3. 60 

1  .60 

.20 

2.80 


$8.20 


106  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SPECIAL  LAYOUT  No.  12. 

(Overhead  Trolley  Construction.) 
Fortieth  Ave.  and  Twenty-second  St. 

I'liil  Total              Scrap 

Material.                                       Amount.          Cost.  Cost.              \  alue. 

Pole  collars 16       SO.  10  S   1 .60 

White  strains 24            .20  4 .  80 

Globe  strains 2            .25  .50 

Brooklyn  strains 20            .50  10.00 

Straight  line  hangers 13            .45  5.85 

Single  curve  hangers 3            .45  1 .  35 

Double  curve  hangers 6            .50  3.00 

Ears,  9  in 19            .35  6.65       $1.90 

Feeder  ears 3            .50      •  '1 .  50            .60 

Trollev  frogs 6          3.25  19.50         4.20 

Risht"hand  troUev  Y's 2          3.25  6.00          1.40 

Left  hand  trolley  Y 1          3 . 25  3 . 25            .70 

Iron  ring 1               10  .10 

Galv.  strand  wire,  5  ,  16  in  .  .  .     1 .088  ft .       .  007  7.61 

Total $70.61       $8.80 


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EXHIBIT  III. 


ROLLING  STOCK. 

COMPRISING  THE  FOLLOWING  DIVISIONS 

A  Passenger  Car  Bodies. 

B  Work  Car  Bodies  and  Trucks. 

C  Passenger  Car  Trucks. 

D  Motor  Equipments. 

E  Miscellaneous  Equipment. 


ROLLING   STOCK.  117 


EXHIBIT  III. 

ROLLING  STOCK. 

Summary. 

Cost  New  Present  Value 

Passenger  car  bodie.f $  42.600.00  $14,088.00 

Work  car  bodies  and  trucks 3,409.00  2.329.31 

Trucks 10.083  .  00  5,090 .  16 

Motor  equipments 39,776 .00  14,799.24 

Miscellaneous  ecjuipnients 3,812.50  2,757.65 


$  99,680.50      $39,064.-36 
Organization,  engineering  and  incidentals, 

5^; ': 4,984.03  1,953.22 


Total $104,664.53     $41,017.58 


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ROLLING  STOCK. 


123 


SPECIFICATION  FOR  CLOSED  PASSENGER  MOTOR  CAR. 

GROUP  No.  1. 

(4  Cars;  Nos.  11,  12,  14  and  15.) 


18-2"- 


-5^5-» 


2a'-3"- 


General  Description: 

Closetl  passenger  hotly. 

Single  truck,  7  ft.  6  in.  wheel  base,  33  in.  (' 
Longitudinal  seats,  capacity  24. 
Entrance;  double  door  central. 


leel. 


General  Dimension: 

Length  over  bumpers,  28  ft.  3  in. 

Length  over  body,  18  ft.  2  in. 

Width  over  all,  7  ft.  7  in. 

Height;  floor  to  ceiling,  7  ft.  0  in. 

Height;  top  of  I'ail  to  top  of  trolley  board,  1  1  ft.  4  in. 


124  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


Framing : 

Side  sills,    4  in.   x  4  in.    V.    1'.   with  suh-sill  made  i)t'  two  plates 

i  in.  .\  4  in.  with  1  :|  in.  oak  filler. 
Knd  .sills,  4  in.  x  4  in.  angles  Y.  1*.  filler. 
Corner  posts,  2;V  in.  x  8^  in.  ash. 
Centei'  posts,  if  in.  x  2.V  in.  ash. 

Platforms : 

\'estil)iile. 

Length,  5  ft. 

Width  of  opening,  3  ft.  5  in. 

Bumpers;  wood  with  iron  l^ands. 

Dash;  steel. 

Sheathing: 

Sides;  concave  and  convex. 
^  in.  white  wood  panels. 
Ends;  white  wood  panels. 

Roof  : 

Type;  monitoi'. 

Material;  wood  and  canvas. 

Carlines;  ash. 

Windows : 

Type;  sides,  single  drop  sash;  ends,  single  hinged. 

Number  and  size;  14,  2  ft.  5^  in.  x  2  ft.  10  in. 

Number  and  size;  ends,  4,  2  ft.  7^  in.  x  1  ft.  5  in. 

Monitor  sash,  14  on  sides,  2  on  ends.     Sash  7  in.  x  2  ft.  5j  in. 

Doors: 

Body;  2  double  doors. 
Opening,  2  ft.  8  in.  x  6  ft.  2  in. 
Vestibule;  none. 

Floor: 

Single  Y.  P.  with  floor  strips. 

Interior  Woodwork: 

Oak;  with  oak  veneered  ceilings. 

Seats: 

Type;  longitudinal. 
Capacity,  24. 
Kind  of  material;  rattan. 
Width  of  aisle,  3  ft.  2  in. 

Lighting : 

Type;  electric. 

Number  of  fixtures,  6. 

Number  of  lamps,  10,  16  c.  p.  incandescent. 

Curtains : 

Material;  cloth. 

Fixtures;  Davis  Car  Shade  Co. 


ROLLING   STOCK.  12.') 


Fenders: 

Number  and  material;  2,  iron  frame  wood  strips. 

Steps: 

Numbei-,  type  and  make;  2,  sin-gle,  Stanwood. 

Signals: 

Gongs;  2,  10  in. 
Conductor's  bells;  2,  4  in. 

Trimmings : 

l^rass. 

Sand  Boxes: 

Numl)er  and  material;  2,  wood. 

Window  Guards: 

Side;  none. 
End;  brass  rods. 

Signs : 

None. 

Hand  Brakes: 

Type;  double  and  ratchet. 

Track  Scrapers: 

None. 

Draw  Bars: 

Number  and  type;  2,  radial  steel,  link  and  pin. 


120 


VALUATION-   THE   SOUTHERN   STREET   RAILWAY. 


SPECIFICATION  FOR  CLOSED  PASSENGER  MOTOR  CAR. 

GROUP  No.  2. 

(1  Car;  No.  41.) 


--  4-9-- 


■  l6'-0- 


->4-9'— * 


-ZS-6" 


General  Description: 

Closed  pas.senger  body. 

Single  truck,  7  ft.  6  in.  wheel  base,  33  in.  C.  I.  wheels. 

Longitudinal  seats,  capacity  20. 

Entrance;  single  door,  center. 

General  Dimensions: 

Length  over  bumpers,  25  ft.  6  in. 
Length  over  body,  16  ft. 
Width  over  all,  7  ft.  7  in. 
Height;  floor  to  ceiling,  7  ft. 

Framing : 

Side  sills,  3  in.  I  beams. 
End  sills,  4  in.  x  4  in.  angles,  wood  filler. 
Corner  posts,  2^  in.  x  3J  in.,  ash. 
Center  posts,  If  in.  x  2  in.,  ash. 

Platforms : 

Vestibule. 

Length,  4  ft.  9  in. 

Width  of  opening,  3  ft.  1  in. 

Bumpers;  wood  with  iron  band. 

Dash;  steel. 

Sheathing: 

Side;  concave  and  convex. 
^  in.  white  wood  panels. 
End;  white  wood  panels. 

Roof: 

Type;  plain' with  no  monitor. 
Material;  wood  and  canvas. 
Carlines;  ash. 

Windows : 

Type;  sides,  single,  drop  sash. 

Entl;  single  hinged. 

Xumlier  ajul  size;  sides,  12,  2  ft,  6-\-  in.  x  2  ft.  11  in. 

Numbei'  and  size;  ends,  4,  1  ft.  10  in.  x  2  ft.  11  in. 


ROLLING  STOCK.  127 


Doors: 

Body;  2,  single  doors. 
Opening;  2  ft.  2  in.  x  6  ft.  2  in. 
\'estibule;  none. 

Floor: 

Single  Y.  P.  with  floor  strips. 

Interior  Woodwork: 

Mahogany  with  ceilings  veneered  and  painted. 

Seats: 

Type;  longitudinal. 
Capacity,  24. 
Kind  of  material;  rattan. 
Width  of  aisle,  :3  ft.  2  in. 

Lighting: 

Type;  electric. 

Number  of  fixtures,  6. 

Number  of  lamps,  10,  16  c.  p.  incandescent. 

Curtains: 

Material;  cloth. 

Fixtures;  Davis  Car  Shade  Co. 

Fenders: 

Number  and  material;  2,  iron  frame  wood  strip? 

Steps: 

Type  and  make;  2,  single,  Stanwood. 

Signals : 

Ciongs;  2,  10  in. 
C(mductor's  bells;  2,  4  in. 

Trimmings : 
Brass. 

Sand  Boxes: 

Xuml)er  and  material;  2,  wood. 

Window  Guards: 

Side;  none. 
Ends;  brass  rods. 

Signs : 

None. 
Hand  Brakes: 

Type;  double  end  ratchet. 

Track  Scrapers: 

None. 

Draw  Bars: 

Number  and  type;  2,  radial  steel,  link  and  pin. 


1  2S 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SPECIFICATION  FOR  CLOSED  PASSENGER  MOTOR  CAR. 

GROUP  No.  3. 

(12  Cars;  Nos.  51,  52,  .53,  54,  55,  56,  57,  5U,  60,  62,  63,  and  65.) 


^         ..—.JSuMaMMaHHiHHaHflHEflBMHH'! 

nl 

■ :-ri-r-ri  iK^igi-  If  —  •                                             -Ttoi-f      a 

General  Description: 

Closed  passenger  bodv. 

Single  truyk,  8  ft.  wheel  base,  33  in.  C.  I.  wheels. 

Longitudinal  seats,  capacity  20. 

Enti'ance;  single  door,  side. 

General  Dimensions: 

Length  over  bumpers,  28  ft.  9  in. 

Length  over  body,  18  ft. 

Width  over  all.  7  ft.  5  in. 

Height;  floor  to  ceiling.  7  ft.  10  in. 

Height;  top  of  rail  to  top  of  trolley  boartl  11  ft.  6  in. 


ROLLING   STOCK.  129 


Framing: 

Side  .sills,  f  in.  x  S  in.  phite  reinforced  with  4  in.  x  4  in.  angles 

and  Y.  P.  filler. 
End  sills,  4  in.  x  4  in.  Y.  P.  on  4  in.  x  4  in.  angles. 
Corner  po.sts,  2^  in.  x  3J  in.  ash. 
Center  posts,  If  in.  x  3j  in.  ash. 

Platforms: 

Vestil)ule. 

Length,  5  ft.  4  in. 

Width  of  opening,  2  ft.  8  in. 

Bumpers;  wood  with  ii-on  bands. 

Dash;  wood. 

Sheathing: 

Sides  and  ends;  straight,  with  white  wood  matclied. 
Sheathing  laid  vertically. 

Fenders: 

Number  and  uuiterial;  2,  iron  frame,  wood  strips. 

Steps: 

Number,  type  and  make;  2,  single,  Stanwood. 

Signals : 

(iongs;  2,  10  in. 
Conductor's  bells;  2,  4  in. 

Trimmings : 

Brass. 

Sand  Boxes: 

Number  and  mateiial;  2.  wood. 

Window  Guards: 

Sides;  none. 
p]nds;  brass  rods. 

Signs : 

None. 

Hand  Brakes: 

l)()ul)le  end  ratchet. 

Track  Scrapers : 

None. 

Draw  Bars: 

Numl)er  and  type;  2,  radial  steel,  link  and  |)in. 

Roof: 

Type;  monitoi'. 

Material;  wood  and  canvas. 

Carlines;  ash. 


130  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


Windows : 

Tyjx';  .sides,  single  drop  sash;  ends  single  hinged. 
Number  and  size;  12,  2  ft.  10  in.  x  3  ft.  1  in. 
Number  and  size;  ends,  2,  2  ft.  6  in.  x  3  ft.  5  in. 
Monitor  sash;  12  on  sides,  2  on  ends. 
.Sash  7  in.  X  2  ft.  10  in. 

Doors: 

I^ody;  2  single  doors. 

Opening;  2  ft.  11  in.  x  6  ft.  2  in. 

Vestibule;  2  telescoping  steel  grates,  5  ft.  high. 

Floor: 

Single  Y.  P.  with  floor  strips. 

Interior  Woodwork: 

Oak;  with  oak  veneered  ceilings. 

Seats: 

Longitudinal. 
Capacity  20. 

Kind  of  material,  rattan. 
Width  of  aisle;  3  ft.  4  in. 

Lighting: 

Type;  electric. 

Number  of  fixtures,  6. 

Number  of  lamps;  10,  16  c.  p.  incandescent. 

Curtains: 

Material;  cloth. 

Fixtures;  Davis  Car  Shade  Co. 


ROLLING   STOCK. 


131 


SPECIFICATION  FOR  CLOSED  PASSENGER  MOTOR  CAR. 

GROUP  No.  4. 

(9  Cars;  Nos.  101,  103,  104,  105,  106,  107,  108,  109  and  110.) 


'-S-B'- 


-  30-0" 
AO'-W 


■5-5- 


General  Description: 

Closed  passenger  body. 

Double  truck;  centers  18  ft.  1 1  in..  33  in.  C.  I.  wheels. 

Longitudinal  seats,  capacity  36. 

Enti-ance;  single  door,  side. 

General  Dimensions: 

Length  over  bumpers,  40  ft.  10  in. 

Length  over  body,  30  ft. 

Width  over  all,  7  ft.  8  in. 

Height;  floor  to  ceiling,  7  ft.  8  in. 

Height;  top  of  rail  to  top  of  trolley  board,  1 1  ft.  5  in. 


IIVJ  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

Framing : 

Si(U)  sills,  i;  ill.  x  S  in.  plates  r('intoic(;(l  with  4  in.  x  4  in.  angles 

and  Y.  V.  fillers. 
JMul  sills,  5  in.  x  6  in.  Y.  P.  roinfoicctl  with  \  in.  x  S  in.  plates. 
Corner  posts;  'A  in.  x  4  in.  ash. 
Center  posts;  2.1  in.  x  4  in.  ash. 

Platforms : 

\'estil)ule. 

Length  T)  ft.  5  in. 

Width  of  opening  2  ft.   10  in. 

Bumpers;  wood  with  iron  bands. 

Dash;  w'ood. 

Sheathing: 

Sides  and  ends;  straight  with  white  wood  matched. 
Sheathing  laid  vertically. 

Roof: 

Type;  monitor. 

Material;  wood  and  canvas. 

Cai-lines;  ash. 

Windows: 

Type;  sides  single  drop  sash,  ends,  single  hinged. 
Number  and  size;  sides,  20,  2  ft.  10  in.  x  3  ft.  1  in. 
Number  and  size;  ends,  2,  2  ft.  6  in.  x  3  ft.  5  in. 
Monitor  sash;  20  on  sides,  2  on  ends. 
Sash  7  in.  x  2  ft.  10  in. 

Doors: 

Body;  2  single  doors. 
Openings;  2  ft.  1  in.  x  6  ft.  2  in. 
\>stibules;  double  folding  doors. 

Floor: 

Single  Y.  P.  with  floor  strips. 

Interior  Woodwork: 

Oak:  with  oak  veneered  ceilings. 

Seats: 

Type;  longitudinal. 
Capacity  36. 

Kind  of  material;  rattan. 
\Vidth  of  aLsle,  3  ft.  6  in. 

Lighting: 

Type;  electric. 

Number  of  fixtures,  5. 

Number  of  lamps;  10,  16  c.  p.  incandescent. 

Curtains : 

Material;  cloth. 

Fixtures;  Davis  Car  Shade  Co. 


ROLLING   STOCK.  ]:« 


Fenders: 

Xumber  and  material;  2,  iron  frame  wood  strips. 

Steps: 

Number,  type  and  make;  2,  single,  Stanwood. 

Signals: 

(iongs;  2,  10  inch. 
Conductor's  bells;  2,  4  in. 

Trimmings : 

Brass. 

Sand  Boxes: 

Number  and  material;  2,  wood. 

Window  Guards: 

Sides;  none. 
Ends;  brass  rods. 

Signs: 

None. 

Hand  Brakes: 

Type;  double  end  ratchet. 

Air  Brakes: 

Type;  Christensen  AA-l-MM. 

Track  Scrapers: 

None. 

Draw  Bars: 

Number  and  type;  2,  radial  steel,  link  and  pin. 


134  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SWEEPER. 


SPRINKLER. 
MISCELLANEOUS  ROLLING  STOCK. 


ROLLING   STOCK. 


135 


SNOW   PLOW. 


FLAT  CAR. 
MISCELLANEOUS  ROLLING   STOCK. 


EXHIBIT  IV. 


POWER  PLANT 
EQUIPMENT. 


POWER   PLANT   EQUIPMENT  139 


EXHIBIT  IV. 
POWER  PLANT  EQUIPMENT. 

Summary. 

Cost  New  Present  Value 

Thirtieth  St.  and  Kedzie  Ave.  Phmt $70,499.94       $47,862.78 


140  VALUATION     THE  SOUTHERN   STREET   RAILWAY. 


DESCRIPTION  OF  EQUIPMENT. 

The  power  plant,  situated  at  .')()t  li  St.  and  Ke(l/,ie  Ave.,  wa.s  l)uilt 
in  the  spi'iiif;'  of  1894  antlput  into  operation  (jarly  in  1S'.)5.  The 
equipment  at  this  time  consisted  of  two  Al)endroth  <S:  lioot  water 
tube  boilers  each  of  ;^14  h.  p.  iatin<j;;  one  18  in.  and  .S4  in.  x  48  in. 
J^ates  Corliss  engine  belted  to  one  liOO  k.  w.  General  Electric  Gener- 
ator; one  15  in.  x  18  in.  Sterne  high  speed  engine  (now  dismantled) 
belted  to  an  Edison  generator  (not  now  in  plant),  and  the  necessary 
auxiliary  apparatus  and  piping  for  the  above. 

J.ate  in  1897  a  third  boiler  and  a  second  engine  and  generator 
were  added;  these  are  of  the  same  size  and  capacit}'  as  the  machines 
installed  in  1895. 

The  general  divisicjns  of  equipment  are  treated  individually,  as 
follows: 

Machinery  Foundations: 

These  are  constructed  of  stone,  l)rick  and  concrete  and  are 
in  good  condition. 

Boilers,  Settings  and  Grates: 

Three  314  h.  p.  Root  water  tube  boilers  built  by  the  Aben- 
drath  &  Root  Co.;  have  brick  settings  and  hand  fired  McClave 
shaking  grates.  The  boilers  and  grates  are  in  first  class  con- 
dition, having  been  retubed  in  1908;  the  settings  in  fair  con- 
dition. 

Breeching: 

Tiie  ])reeching  between  boilers  and  chimney  is  constructed 
of  brick  on  old  rails  and  is  in  good  condition. 

Chimney: 

The  chimney  is  7  ft.  6  in.  inside  diameter  and  142  ft.  high. 
It  is  built  with  square  base  25  ft.  6  in.  above  grade  and  with 
round  shaft  and  ornamental  brick  top.  The  whole  is  in  good 
condition. 

Heater: 

One  cast  iron  open  type  Cochrane  heater,  500  boiler  h.  p.  is 
in  use  on,  the  boiler  feed  system.  The  heater  was  manufactured 
by  the  Harrison  Safety  Boiler  Works  and  installed  in  1895. 
Present  condition  is  good. 

Pump : 

The  boiler  feed  pumps  consist  of  the  following:  One  10  in. 
X  6  in.  X  8  in.  A.  L.  Ide  single  piston  type  pump  installed  about 
1904  and  in  fair  condition;  and  one  10  in.  x  6  in.  x  12  in.  Deane 
Steam  Pump  Co.  Duplex  piston  type  pump  installed  in  1896 
and  in  good  condition. 


POWER   PLANT   EQUIPMENT.  141 

Eng-ines: 

There  are  two  18  in.  and  i^-i  in.  x  48  in.  Bates  Horizontal, 
cross-compound,  condensing  Corliss  engines  of  belted  type  in 
operation.  One  of  these  engines  installed  in  1895  is  of  the 
girder  frame  type,  M'hile  the  other  engine,  installed  in  1897  is 
of  the  standard  heavy  duty  type.  Both  engines  were  exten- 
sively repaired  in  1908  and  are  in  good  condition. 

Condensers: 

There  are  two  No.  8  Worthington  jet  condensers  each  with 
its  8  in.  X  12  in.  x  10  in.  duplex  piston  type  pump.  Condensers 
are  in  fair  condition,  having  received  some  repairs  in  1907. 

Piping: 

The  piping  consists  of  wrought  steel  pipe  and  cast  iron 
fittings.  The  principal  high  pressure  piping  is  constructed  of 
regular  extra  heavy  fittings,  valves  and  flanges  and  is  in  very 
good  condition.  The  exhaust  piping  is  in  good  condition  and 
all  feed  and  drip  piping  in  fair  condition  only.  The  covering 
on  main  header  and  engine  leads  is  in  very  good  condition  while 
all  other  covering  is  in  vei-y  bad  condition.  All  small  piping  is 
insufficiently  supported. 

Generators:  # 

There  are  two  300  k.  w.  General  Electric  Co.  4  pole,  belted 
railway  generators  with  outboard  bearings.  The  generators 
were  installed  in  1895  and  1897  respectively.  Both  machines 
are  in  good  condition,  having  been  extensively  overhauled  in 
1907  and  1908.      This  design  of  machine  is  now  obsolete. 

Switchboard  and  Generator  Leads: 

The  switchboard  consists  of  two  standard  General  Electric 
Co.  railway  generator  panels  and  one  standard  two-circuit 
feeder  panel  each  built  of  black  enamel  slate  and  equipped  Avith 
the  necessary  switches,  circuit  breakers  and  electrical  instru- 
ments. The  board  as  a  whole  is  in  good  condition  although 
some  portions  are  in  very  poor  condition.  The  generator  leads 
are  weather-proof  cable  and  in  good  condition. 

Miscellaneous : 

The  main  belts  are  triple  ply  33  in.  wide  and  are  l)oth  in 
good  condition. 

Both  the  oiling  system  in  power  plant  and  lighting  systems, 
in  shops,  which  are  included  in  this  account  are  in  fair  condition. 


142  VALUATION— THE  SOUTHERN   STREET  RAILWAY. 


DEPRECIATION  OF  EQUIPMENT. 

The  tollowiuii  uiinual  rates  of  depreciation  have  been  used  as  a 
basis  of  depreciating  the  power  plant  equipment.  Apparatus  has 
been  depreciated  at  these  rates  down  to  20%  of  its  wearing  value, 
the  wearing  value  being  determined  by  subtracting  the  scrap 
value  from  the  cost  new.  All  power  plant  equipment  has  been  con- 
sidered as  woi-th  20'  v'  of  its  wearing  value  as  long  as  it  is  in  operating 
condition. 

The  percentages  of  annual  depreciatiiHi  applied  are: 

Machinerv  foundations  .  .  .*. * 

Grates...' 10% 

Boilers  and  settings 4% 

I^i'eeching  and  connections,  brick 5% 

Chimney,  brick 3% 

Heatei-,  cast  iron 2% 

Pumps 10% 

Engines 3%    and    4% 


Condensers,  jet  type 59 


C7 

c 


Piping  and  pipe  covering 3^% 

Genei-ators 5% 

Switchboard  and  generator  leads 2% 

Miscellaneous  items 5% 

*Machinery  foundations  have    been  depreciated  at  a  percentage 
determined  b}'  the  life  of  the  apparatus  supported. 


POWER  PLANT  EQUIPMENT  DETAILS. 


Miicltinpiy  full 

idations Same  as 

machines. 

t  4,206.30 

S  4.295.30 

.?  2,161. 30 

S  2,134.00 

$  2,134.00 

$  2, 134 '.00 

(;;^^jp.( 

10 

817.50 

S      74.25 

743.25 

74.33 

668.92 

743.17 

743.17 

lioileran.isotl 

n;-                                                 4 

11,000.00 

462 . 00 

U),.538.00 

4,215.20 

6,322.80 

6,784.80 

$2,541  ,00 

9.325.80 

Hreecliing  and 

■ .T 

4151.40 

11.78 

407.64 

305.72 

101.90 

113.68 

113.68 

Cliininey;  bricl 

0.387.00 

6,387.00 

2.682.54 

3.704.46 

.3,704.46 

3.704.40 

Heater .    . 

420.00 

"      22.20 

397.80 

103.43 

294.37 

316.57 

316.57 

I'uiiips 

111 

4:i.i.0l) 

21.60 

413.40 

149.08 

264.32 

285.02 

285.92 

Kncim-- 

;t  :m.l  4 

17.704.  (Ill 

1.320, 00 

10,474.00 

6,893.16 

9,.5S0.85 

10,000.86 

8,30.00 

11,730.85 

Cm.ira-n    :  j.' 

; ',  1 "                                               ri 

l.li-JO  (10 

58 . 8(1 

1,567.20 

940.32 

626.88 

685.68 

106.40 

792.08 

I'ipillS  lU.a  .u, 

,Miu                                       :u 

!l,124.7n 

.561,28 

8,563.51 

3,596.67 

4,966.84 

5,528.12 

182.00 

5,710.12 

Cienerators 

0 

8.920.00 

1,300.00 

7,620.00 

4.572.00 

•3,048.00 

4,348.00 

2,219.40 

6,667.40 

Switcli-bojird  a 

111                                           'J 

•  1,398.50 

96.49 

1,303.01 

312.72 

990.29, 

1,085.78 

1,085.78 

JliscollaiiMiiis. 

.5 

1,453, 36 

324.44 

1,128.92 

451.57 

677.35 

1,001.79 

1,001.70 

$64,090.85 

$4,251.84 

5.50,8,30.01 

.$26,4.58.03 

$33, .380.  OS 

.$37.632 ,  82 

35,878.80 

$43,511.02 

.'itjcering  and  incidentals,  10% 

6,409.08 
$70,499.93 

2,645,80 
$29,103  83 

,587.88 
$6,466.68 

4,351.16 
$47,862  78 

£;iven  are  depreciated,  according  to  the  lontith  of  time  tliey  liave  beei 

made. 

POWER   PLANT  EQUIPMENT. 


143 


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POWER  PLANT  EQUIPMENT  PLANT. 


EXHIBIT  V. 


FIXED  TOOLS  AND  MACHINERY. 


FIXED  TOOLS  AND  MACHINERY.  147 


EXHIBIT  V. 
FIXED  TOOLS  AND  MACHINERY. 

Summary. 

Cost 
New. 

Fixed  tools  in  machine  fdiop $2,779.03 

Fixed  tools  in  carpenter  shop 876.00 

Fixed  tools  in  armature  room 84.90 

Total $3,739.93 


Present 
Value. 

$1,509. 
567. 

19 
40 

50. 

52 

$2,127 

11 

14S 


VALUATION      THE   SOUTHERN   STREET  RAILWAY. 


FIXED  TOOLS  IN  MACHINE  SHOP. 

("oMt  I  resent 

(^imntit.w                                              Descriptiiiii.  New.  Value. 

1       IS  in.  X  {')'.)  in.   iiiclal  planer,  C.   W'Jiitoonil)  ik,  Co., 

with  power  drive  and  power  feed S1,()()().0()     s     400. 00 

1      14  in.  X  10  in.  Universal  planer  chuck :i.j  .  00  20.00 

1      20  in.  Barnes  drill  pre.ss,  power  feed 12.J.00  ."jO.O(J 

1      20  in.  swing  X  8  ft.  bed  enjiine  lathe 700.00  :^")0.00 

1      No.  'A  Vulcan  two  wheel  cast  iron  emery  stand..  .  .  (io.OO  GO  .  00 

1      1  \  in.  X  S  in.  coarse  emery  wheel 2.00  2.00 

1  ;!  in.  X  20  in.  grindstone  with  wooden  frame 3..")0  ;').00 

2  72  ill.  wall  job  cranes 18.00  18.00 

7  ft.  wooden  jib  crane 1.50.00  87.72 

4000  lb.  E.  Harrington  differentia!  chain  lift 40.00  :-!0.00 

4  cable  car  lift,  home  made 140.00  120.00 

1  ")  h.p.  Westinghouse  Type  M  ")()()  volt   1  1  .jO  r.}).m. 

motor 244.00  185.44 

brick  blacksmith  forge 20.00  20.00 

No.  B  Buffalo  P^orge  Co.  blower,  10  in.  dia 25.00  Ki.SO 

20  in.  X  4  in.  wooden  split  pulley 1  .  70  1.18 

9  in.  X  4  in.  wooden  split  pulley .90  .70 

12  in.  X  6  in.  wooden  split  pulley 2.50  I  .  70 

9  in.  X  5  in.  wooden  split  pulley 1  .00  .75 

.'iO  in.  X  6  m.  wooden  split  pulley ;^ .  50  2  .62 

15  in.  X  6  in.  wooden  split  pulley 1  .  50  1.10 

24  in.  X  9  in.  wooden  split  pulley 'S.'SO  2.58 

20  in.  X  6  in.  wooden  split  pulley 4 .  20  3.15 

14  in.  X  4  in.  wooden  split  pulley 1  .20  .90 

15  in.  X  10  in.  wooden  split  pulley 2.05  1  .55 

12  in.  X  6  in.  wooden  split  pulley 1  .25  .95 

16  in.  X  r2^in.  wooden  split  pulley 2.60  1 .  72 

5  in.  X  5  in.  solid  wooden  pulley .90  .70 

15  in.  X  4  in.  solid  cast  iron  pulley 2.00  1  .  50 

24  in.  X  4  in.  solid  cast  iron  pulley 2.20  1  .  64 

10  in.  X  8  in.  solid  cast  iron  pulley 2.00  1  .55 

18  in.  X  8  in.  solid  cast  iron  pulley 1  .  45  1  .  30 

12  in.  X  3  in.  solid  cast  iron  pulley 1  .05  .85 

6  in.  X  3  in.  solid  cast  iron  pulley 2.40  1 .75 

4  in.  X  4  in.  solid  cast  iron  pulley 1 .00  .75 

14  2  in.  X  9  in.  shafting  hangers 24.50  18.25 

2      li  in.  X  12  in.  shafting  hangers ,  .  4.50  3.10 

GO     ft'.  2  in.  cold  rolled  shafting 16.20  12.15 

6     ft.  IJ  in.  cold  rolled  shafting .95  .60 

2     2  in.  flanged  couplings 3  .20  2  .40 

4     2  in.  collars 1.20  .80 

15  ft.  4  in.  single  plv  leather  belt 3.93  3.00 

30     ft.  4  in.  double  plv  leather  belt 15.70  11.70 

25     ft.  3  in.  double  plv  leather  belt 9  .  60  7  .  60 

75     ft.  2i  in.  double  plv  leather  belt 28.90  21.60 

35     ft.  2"in.  double  plv  leather  belt '      8.60  6.60 

40     ft.  2  in.  single  plv"  leather  belt 4.90  3.25 

40     ft.  U  in.  double  plv  leather  belt 7.00  5.27 

20     ft.  U  in.  single  plv  leather  belt 1  .  75  .92 

20     ft.  l\  in.  single  ply  leather  belt 1  .40  _.85 

1      15  in.  X  6  in.  wooden  pulley  with  clutch 10.50  7.50 

Wooden  shafting  supports  complete  for  above.  .  .  .  30.00  15.00 

Total $2,779.03      $1,509.19 


FIXED  TOOLS  AND   MACHINERY. 


14^ 


FIXED  TOOLS  IN  CARPENTER  SHOP. 

Cost  Present 

Quantity.                                              Descriptiim.                                                          New.  Value. 

1      12  ft.  wall  jib  crane S  84.00  S  64.00 

1      4000  lb.  E.  Harrington  differential  chain  lift.  new.  .          40.00  40.00 

1      circular  power  saw  36  x  48  in 1.50  .00  70.00 

1      hand  operated  po.st  drill  for  wood oO  .  00  20.00 

1      40  h.p.  tvpe  1200.  .500  volt  General  Electric  Com- 
pany'motor 497 .00  MOO. 00 

1      special  resistance 23.00  23.00 

SO     ft.  No.  6  and  45  ft.  No.  12  wire  in  place S.OO  6.40 

1      work  bench,  3  ft.  x  S  ft 3  .  00  3 .  00 

1      pre.ss  for  stiff  paint 1  .00  1  .00 

1      work  bench.  3  ft.  6  in.  x  S  ft 15.00  15.00 

1      work  bench.  3  ft.  x  13  ft 15.00  15.00 

1      44  in.  Prentiss  vise 10.00  10.00 

$876  GO  $567 . 40 


FIXED  TOOLS  IN  ARMATURE  ROOM. 


Quantity.  Descriptinn. 

work  bench.  1  ft.  x  9  ft 

asbestos  lined  oven  for  drying  armature;- 

work  bench,  1.  ft.  x  5  ft 

shear  for  mica 

field  stretcher 

work  bench,  2  ft.  x  12  ft 

shelf 

armature  hoist 

72  in.  wall  jib  crane 

2000  lb.  Weston  differential  chain  hoist. 


Cst 

Present 

New. 

Value. 

2.00 

•S    2.00 

4.00 

2.12 

1.50 

1.50 

7.50 

5 .  00 

2 .  50 

2  .  50 

2.90 

2 .  90 

2 .  50 

2 .  50 

J3.00 

10.00 

9.00 

9 .  00 

40.00 

1 3 .  00 

Total $84.90 


$50  52 


EXHIBIT  VI, 


BUILDINGS. 


BUILDINGS. 


EXHIBIT  VI. 
BUILDINGS. 

Summary. 

Cost  Pr  sent 

NaTie                                                                                                       New.  Value. 

Power  plant S18.716.37  $10,855.50 

Repair  shop 1 5.528 .  84  9,006  .  73 

Car  barn 23.897.51  12.187.74 

Office  building 874 .62  752 .  18 

Storage  shed 156.91  47.07 

Water  closet 1 7  .  25  12  .  08 

Paint  and  coal  storage  shed 91.71  45 .86 

Trainmen's  room  (exclusive  of  lockers).  .  .            42.52  31.89 

Small  sheds 48 .  45  39 .  00 

Yard  fence 4.480. 11  1,344.04 

Gate 14.51  8.71 

Yard  fill - 3,421 .00  3,421 .00 

Fill  in  car  barn  and  adjacent  thereto 2,385.00  2,385.00 

Total $69,674.80  $40,136.80 

Note:      All  Ijuildings  and  propertie.i  listed  here  are  located  on 

Kedzie  Ave.  between  Thirtieth  and  Thirty-first  Sts. 

The  values  given  above  are  exclusive  of  track,  electric  overhead 

construction,   power  plant  equipment,   fixed  tools  and  machinery, 

real  estate,  supplies  and  furniture. 


1")4  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


POWER  PLANT. 

Thirtieth  St.  and  Kedzie  Ave. 

Built  in  1894. 

Crist 

New. 

Excavation  and  fill S       S07  .  50 

Foundation.s 2,06S .  04 

Supeivstructurenui.s()niv  (brick,  cut  .--tone.  sIUj;  and  copjtio;  6.401  .  10 

Structural  steel  and  ii'on  work 4,;-{.54.46 

Carpenter  work  (franiino-,  roof  and  trim) 911.21 

Mill  work,  windows  (o;lazed),  doors  and  hardware 54.'^ .  .50 

Roofing'  (composition  4  plv) o^iO.OO 

Sheet  metal  work ." 76  .00 

Painting 219.20 

Drainage 364.10 

S16,275.11 
Organization,  engineering  and  incidentals,  ISSf 2,441 .26 

Total  cost  new $18,716.37 

Depreciation  (14  years  Qi   3  -  (   per  annum),  42- J 7,S60.S7 

Present  value $10,855 .  50 


REPAIR  SHOP. 

Thirtieth  St.  and  Kedzie  Ave. 
Built  in  1891. 


Cost 
New. 


Excavation  and  fill S      317 .  75 

Foundations 1.230.00 

Superstructure  masonry  (brick,  sills  and  coping) 5,937.20 

Structural  steel  and  iron  work 2,093.75 

Carpenter  work  (framing,  i-oof  and  trim) 2,240.51 

Mill  work,  windows  (glazed),  doors  and  hardware 619.70 

Roofing  (composition) 571  .88 

Sheet  metal  woi'k 2.50 

Painting 141.60 

Drainage 348 .  45 

SI  3, 503. 34 

Organization,  engineering,  incidentals,   15'  , 2.025.50 

Total  cost  new $15,528.84 

Depreciation  (14  years  @  3^/  pt^i'  annum).  42'  , 6.522.11 

Present  value $  9,006  .  73 


BUILDINGS. 


CAR  BARN. 

Thirtieth  St.  and  Kedzie  Ave. 
Built  in  1894. 


Cost 
New. 


Excavation  and  fill S       133  .50 

Foundations 2,022 .  00 

Superstructure  masonry  (l)rick,  .'-ills  and  coi)ing) 6,069.84 

Structural  steel  and  iron 7,141 .56 

Carpenter  work 1,922.00 

Mill  work,  windows  (glazed) 750 .  00 

Roofing  (composition) 1,406  .25 

Sheet  metal  work 6  .  00 

Painting 864.60 

Drainage 464 .  70 

$20,780.45 
Organization,  engineering  and  incidental--,  15'  , 3,117.06 

Total  cost  new $23,897 .  51 

Depreciation  (14  years  at  3^'-^   per  annum),  49'7  ■' 11,709.77 

Present  value $12,187.74 


OFFICE  BUILDING. 

Thirtieth  St.  and  Kedzie  Ave. 
Built  in  1894. 


Cost 
New. 


Excavation  and  fill %     7.00 

Foundations 80. OO 

Superstructure  masonry  (brick,  sills  and  coping) 320.00 

Carpenter  work  (framing,  roof. and  trim) 199.50 

Mill  work,  windows  (glazed),  doors  and  hardwai-e 69.00 

Roofing '. 21  .00 

Sheet  metal  work 26  .  80 

Plastering  .  .  -. 3 1  .  36 

Painting. 5.88 

S769.54 

Organization,  engineering  ami  incidentals.  15(,' 114.08 

Total  co-t  new $874.62 

Depreciation  (14  years   (a    ]'  ',    pov  annum),   14'  , 122.44 

Present  valr.e $752  .  18 


l-)()  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


MISCELLANEOUS  BUILDINGS. 


STORAGE  SHED. 

Cost  new S142 .65 

Organization  and  incidentals,  lO^y, 14.26 

Tdtal  cost  new $156.91 

Depreciation,  70':; 109.84 

Present  value $  47  .  07 

WATER  CLOSET. 

Cost  new $17.25 

Depreciation,  30^/; 5.17 

Present  value $12  .08 

PAINT  AND  COAL  STORAGE  SHED.  - 

Cost  new $91.71 

Depreciation.  5()',v 45.85 

Present  value $45.86 

TRAINMEN'S  ROOM. 

(exclusive  of  lockers) 

Cost  new $42  .  52 

Depreciation,  25% 10.68 

Present  value $31 .  89 

SMALL  SHEDS. 

Total  cost  new  (all  three) $48 .  45 

Depreciation  (one  (a    lO^y,  two   (a   25'  f) 9.45 

Present  value  (all  three) $39.00 


BUILDINGS.  157 


MISCELLANEOUS  BUILDING  PROPERTIES. 


YARD  FENCE. 

Excavation S    125 .  00 

Foundations 1,764 .  00 

Brickwork  and  coping 2,006.75 

$3,895.75 
Organization,  engineering  and  incidentals,  15% 584.36 

Total  cost  new $4,480 .  11 

Depreciation  (14  years  (a;  5%  per  annum),  70% 3,136.07 

Present  value $1,344 .  04 

GATE. 

Cost  new $14.51 

Depreciation.  40'  , 5.80 

Pre.sent  value  .  .  ,  . ' $       8 .  71 

YARD  FILL. 

Present  value $3,421.00 

FILL  IN  CAR  BARN  AND  ADJACENT  THERETO. 

Present  value $2,385.00 


EXHIBIT  VII. 


REAL  ESTATE. 


REAL  ESTATE.  161 


EXHIBIT  VII. 
REAL  ESTATE. 

Summary. 

Plat  Present 

Number.                                                       Location.  Value. 

1  On  Lawndale  Ave.  near  Twentv-second  St .  ....  S  4.000.00 

2  At  Kedzie  Ave.  and  Thirty-first  St 26,100.00 

3  At  Fortieth  Court  and  Twentv-seventh  St 750.00 

4  At  Hamlin  Ave.  and  Thirty-fifth  St.  . '. 6,672.00 


Total $37,522.00 


Joseph  Donnersberger 
Real  Estate  and  Loans 
172  Washington  St. 

CHICAGO,  July  23,  1908. 

Traction  Valuation  Commission, 

181  LaSalle  Street,  Chicago. 

Gentlemen: 

In  conformity  with  your  in.structions,  I  have  appraised  the  real 
estate  of  the  Southern  Street  Railway  Company  as  indicated  to  me 
by  legal  descriptions  referred  to  in  the  accompanying  report. 

My  values  are  based  on  the  usual  standards,  and  in  cases  where 
the  property  is  now  in  use,  its  particular  suitability  for  such  use  is 
considered. 

Yours  truly, 

(Signed)   JOSEPH  DONNERSBERGER. 


U)2  VALUATION— THE   SOUTHERN   STREET  RAILWAY. 


PLAT  I. 

Real  Estate  on  Lawndale  Ave.  near  Twenty-second  St. 

The  north  one  hundred  (lOO)  feet  of  the  west  hah'  (W.  .V)  of  Lot 
"A"  of  Block  seven  (7)  of  Millard  and  Decker's  Subdivision  of  the 
east  half  (E.  ^)  of  the  northwest  quarter  (N.W.  \)  of  Section  twenty- 
Six  (26)  Township  thirty-nine  (39)  North,  Range  thirteen  (13)  east 
of  the  Third  (3rd)  Principal  Meridian,  situated  in  tlie  city  of  Chicago, 
county  of  Cook,  and  state  of  Illinois. 
Value,  exclusive  of  improvements $4,000.00 


REAL  ESTATE. 


11)3 


PLAT  II. 

Real  Estate  at  Kedzie  Ave.  and  Thirty-first  St. 

All  that  part  or  portion  of  Block  twenty-four  (24)  of  .Steel's  Sub- 
division of  the  southeast  quarter  and  the  east  half  of  the  southwest 
quarter  of  Section  twenty-six  (26)  Township  thirty-nine  (.39)  North, 
Range  thirteen  (13)  east  of  the  Third  (3rd)  Pi'incipal  .Meridian, 
which  lies  south  of  the  Atchison,  Topeka  &  Santa  Fe  Railroad 
right  of  way  situated  in  the  city  of  Chicago,  county  of  Cook,  and 
state  of  Illinois. 
\'alue,  exclusive  of  improvements $26,100.00 


U)4 


VALUATION— THE  SOUTHERN   STREET  RAILWAY. 


PLAT  III. 

Real  Estate  at  Fortieth  Court  and  Twenty-seventh  St. 

The  south  twenty-five  (25)  feet  of  Lot  thirty  (30)  in  Block  two 
(2)  of  McMiUan  and  Wetniore's  Subdivision  of  the  north  half 
(N.  i)  of  the  northeast  quarter  (N.E.  \)  of  the  southeast  quarter 
(S.E.  I)  of  Section  twenty-seven  (27)  Township  thirty-nine  (39) 
North,  Range  thirteen  (ISf  east  of  the  Third  (3rd)  Principal  Merid- 
ian, situated  in  the  city  of  Chicago,  county  of  Cook,  and  state  of 
Illinois. 
\'alue,  exclusive  of  improvements $750  00 


REAL  ESTATE. 


165 


kK      35^      ^t. 


:^   VA—izs—A 


5^4— 317. 65 y 


yTTTTTYy 
/zs' 


Ah- 


PLAT  IV. 

Real  Estate  at  Hamlin  Ave.  and  Thirty-fifth  St. 

All  that  part  lying  noi'tli  of  the  north  line  of  the  I'ight  of  way 
sold  to  the  Sanitary  District  of  Chicago,  of  Block  two  (2)  in  the 
Subdivision  by  Coolbaugh  &  Libby  of  all  that  part  lying  north  of 
the  center  line  of  the  lUinois  and  Michigan  Canal  of  the  east  half 
(E.  i)  of  the  southwest  quarter  (S.W.  \)  of  Section  thirty-five  (35) 
Township  thirty-nine  (39)  North,  Range  thirteen  (13)  east  of  the 
Third  (3rd)  Principal  Meridian,  situated  in  the  city  of  Chicago, 
county  of  Cook,  and  state  of  Illinois. 
Value,  exclusive  of  improvements $6,672.00 


EXHIBIT  VIII. 


TOOLS,  SUPPLIES,  FURNITURE  AND 
WAGONS. 


TOOLS,  SUPPLIES,  FURNITURE  AND  WAGONS. 


169 


EXHIBIT  VIII. 
TOOLS,  SUPPLIES,  FURNITURE  AND  WAGONS. 

Summary.. 

Tools  and  supplies  in  power  house . 

Tools  and  supplies  in  machine  shop 

Tools  and  supplies  in  carpenter  shop 

Tools  and  supplies  in  armature  room 

Tools  and  supplies  in  car  barn 

Tools  and  supplies  in  yard 

Tools  and  supplies  in  track  and  line  depart- 
ment  • .  .  . 

Patterns 

Supplies  in  store  room 

Supplies  and  furniture  in  office 

Wagons,  horses  and  harness 

Scrap  materials 

Total 


Cost 

Present 

New. 

Value. 

$  2,158.95 

$  1,735.20 

3,081.58 

2,627.81 

1,194.46 

769.16 

5,384.71 

3,742.23 

1,185.67 

919.98 

7,089.13 

5,643 .  08 

483 . 53 

295 . 25 

235 . 00 

168.00 

4,026.17 

4,026.17 

1,126.47 

937.67 

2,610.35 

1,947.76 

3,000.00 

273.95 

$31,576.02 

$23  086.2fi 

170  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


TOOLS  AND  SUPPLIES  IN  POWER  HOUSE. 

Present 

(^uaiililj.                                                            l)c.scii|)ti(jii.  Value. 

2     steel  wlu'olbiirrow.s  2S  x  :i4  in S;  S.OO 

steel  wheelbarrow  :-{2  x  42  in :'>.{)() 

(irenian's  hose I    50 

slice  l):irs 4  . .")() 

scoops 1  .  00 

nuiul 1  .  00 

small  hoe .50 

coal  scuttles .20 

ft .  2  in.  rubber  hose .75 

l)()ilei'  cleaner's  [)latforni 5  .00 

U)  ft.  wooden  huhler 2.00 

1  2  ft .  wooden  ladder 1  .  SO 

S  ft.  wooden  ladder .'.iO 

7  ft .  wooden  ladder 1 .  25 

wooden  stand 1 . 00 

half  barrel .25 

nii.scellaneous  wooden  blocks 1 .00 

4  lb.  handled  cold  chisel .20 

15  in.  monkey  wi'ench .85 

10  in.  monkey  wrench .70 

24  in.  .Stillson  wrench 2.00 

12  in.  Stillson  wrench .90 

1 6  in.  flat  mill  file .  .'30 

4  lb.  cold  chi.sel .20 

5  lb.  flat  drifts .32 

IS  in.  trammel  point    .38 

Ih  lb.  ball  pene  machinist's  hammer .42 

12  in.  half  round  bastard  file .20 

15  lb.  bar .60 

open  end  and  special  wrenches  50  lb 10.00 

bolts  for  pulling  commutators .12 

9  in.  cast  iron  clamp .30 

24  in.  calipers 2.25 

24  in.  pipe  wrench 2  .  40 

wooden  horses 2  .  50 

commutator  turning  machine 25.00 

lb.  tools  for  above  machine 2  .00 

ladder 1.50 

0  ft.  step  ladder .50 

12  ft.  step  ladder 1  .00 

socket  wrenches,  30  lb 4.00 

2  in.  pipe  tap .63 

2^  in.  pipe  tap 1 .  42 

1  \  in.  pipe  tap .60 

I  in.  pipe  tap -35 

t(  in.  pipe  tap -20 

i  in.  pipe  tap ■  1  -t 

4  in.  flue  expander 2.25 

socket  wrenches 10  .00 

pinch  bars,  25  lb 5 . 00 

open  end  wrenches  assorted 8.00 

5  ft.  6  in.  chain  tong  pipe  wrench 8.00 

5  ft.  chain  |  in.  stock  with  hook  and  ring 1  .  30 

10  ft.  chain  j  in.  stock  with  hook  and  ring 2.60 

32  in.  Trimo  pipe  wrench 3  .  00 

work  bench 10  .  00 

4  in.  vise S .  56 

No.  1  Clow  pipe  stock  with  dies  \  in.  to  1  in.  inc 3.00 

No.  E  Crane  pipe  stock  with  dies  li  in.  to  2  in.  inc 4.00 

4  in.  and  1,   2^  in.  Crane  pipe  die 8.30 


TOOLS,   SUPPLIES,   FURNITURE   AND  WAGONS.  171 
Tools  and  Supplies  in  Power  House — Continued. 

Present 

Quantity.  Description.  Value. 

1      No.  4  pipe  cutter 4 .  00 

4     wooden  horses 3  .  00 

30     f t .  i  in.  steel  chain o .  94 

14     5  in.  rubber  pump  discs .70 

8     5  in.  brass  pump  valve  seats \  .  . 3  .20 

1  2  in.  Klipfel  regulating  valve  for  heater 18.00 

12     f  X  16  in.  gauge  glasses .72 

2  15  in.  levers  for  pumps 1  .  00 

2     9  in.  levers  for  pumps .60 

2      valye  rods  for  feed  pumps .40 

1      set  of  4  quarter  boxes  for  engines 18.00 

1      12  in.  standard  companion  flange 3  .  82 

1      14  in.  extra  heavy  blind  flange 6  .  40 

1      2  in.  standard  flange ] 

1      9  in.  standard  flange j 

1      5  in.  standard  flange [  4 .  86 

1  4  in.  standard  flange 

2  7  in.  standard  flange 

6     ft.  8  in.  standard  wrought  steel  pipe 2.44 

10     ft.  7  in.  standard  wrought  steel  pipe 3.39 

12     ft.  4  in.  standard  wrought  steel  pipe 3  .  34 

10     ft.  1}  in.  standard  wrought  steel  pipe , "I  .    ,,,. 

10     ft.  1  in.  standard  wrought  steel  pipe j 

16     ft.  2^  in.  extra  heavy  wrought  steel  pipe 2.46 

12     ft.  1^  in.  heavy  rubber  hose 2.28 

1      12  in.  standard  flanged  long  sweep  ell 32.00 

1      7  in.  standard  flanged  ell 4.00 

1  7  in.  standard  screwed  ell .59 

2  7  in.  45  deg.  standard  screwed  ells 3  .56 

1      5  in.  standard  screwed  ell 1  .49 

1      3  in.  standard  screwed  ell .25 

1      2h  in.  standard  screwed  ell .20 

1      2  in.  standard  screwed  ell .10 

1      H  in.  standard  screwed  ell .07 

1  2 J  x  1^  X  1^  in.  standard  screwed  tee .30 

2  2xl^xljin.  standard  screwed  tees .20 

1  1^  in.  standard  screwed  tee .06 

2  1^  X  2  in.  .standard  screwed  tees .31 

1      1^^  X  1  in.  standard  screwed  tee .10 

1      7  in.  standard  pipe  cap .85 

1      '-^k  in.  standard  screwed  lateral 1.17 

1      6  in.  plug .28 

-  1      3^  in.  flange .48 

1      8  X  7  in.  bushing .65 

1     4x2^  in.  reducing  bushing .20 

1  5  X  3i  in.  reducing  bushing .33 

2  H  in.  .standard  screwed  45  deg.  ells .08 

1      7  in.  extra  heavy  flanged  cross 23 .  70 

30  lb.  rags  for  wiping  machinery 2  .40 

75     ft.  33  in.  three  ply  belt 160 . 00 

4  goose  necks  for  boilers 5  .  00 

600     lb.  fire  clay 3  .  00 

1  12  X  3  in.  solid  cast  iron  pulley 1    31 

2  ft.  U  in.  shaft .32 

1  1 J  X  8  in.  drop  hangers 2  .  84 

5  oil  barrels '.. 3  .00 

2  20  X  I  in.  turnbuckles 1  .  50 

40     lb.  cup  grease 2  .  00 

50  lb.  extract  of  hemlock  boiler  compound 5.00 

3  gal.  belt  compound 9  .  00 


172 


VALUATION     THE  SOUTHERN  STREET  RAILWAY. 


Tools  and  Supplies  in  Power  House     Continued. 


(iuaii 
")() 
50 

15 
I 

(■) 
«; 
} 
7 
10 
If) 
0 


1 
1 
1 

12 
1 
1 

40 

SO 

90 

10 

20 

1 

1 

1 

1 

1 

1 

1 


2 

12 

19 

1 

1 

2 

1 

I 

1 

5 

75 

15 

400 


lily.  I)(scri|)lii)ii. 

gill,  low  prcjs.surt'  cyliiulcr  oil 

gul.  high  pressure  cylinder  oil 

gal.  engine  oil 

5  in.  rubber  valve  disc 

21  in.  rubl)er  valve  discs 

2  in.  rubber  valve  di.scs 

1  \  in.  rubber  valve  discs 

I  1  in.  rul>ber  valve  discs 

1  in.  rubber  valve  discs 

:|  in.  rubber  valve  discs 

\  in.  rubber  valve  discs 

5  in.  dash  pot  leathers 

4  in.  dash  pot  leathers 

\  lb.  1  in.  Dodds  packing 

J  Ih.  Peerless  assorted  valve  rod  packing. 

h  lb.  Empire  round  packing 

lb.  square  flax  packing 

lb.  asbestos  wicking 

lb.  hydraulic  packing 

lb.  Rainbow  sheet  packing 

'.i  in.  Huxley  blow-off  valves  . 

set  packing  for  Huxley  valves 

5  in.  valve  seats 


5  X  f  in.  emery  wheel 

7  in.  standard  flanged  gate  valve 

valve  arm  for  feed  pump 

special  eye  bolts 

f  X  24  in.  pinch  bar 

valve  arm  for  feed  pump 

sheets  assorted  emery  cloth 

3.V  X  2^  X  f  in.  carbon  brushes 

lb.  pitch 

lb.  No.  24  single  cotton  covered  copper  wire. 

ft.  2  X  12  in.  oak 

oak  cupboard  6  ft.  6  in.  x  4  ft.  for  supplies.  . 

wooden  locKer  7  ft.  x  6  ft.  6  in 

pine  scrap  box  '■^  ft.  6  in.  x  4  ft.  6  in 

pine  waste  box  3  ft.  x  8  ft.  2  in 

pine  pipe  fitting  bin 

pine  pipe  rack 

roller  top  desk  oak  28  x  42  in 

kitchen  chairs 

oak  clothes  locker 

cupboards  for  pipes 

picture  frames 

benches 

bundles  rattan  for  track  sweeper 

broom  backs  for  track  sweeper 

pine  car  door 

window  frame  rack 

oak  doors 

pine  table 

oak  flat  top  desk  32  x  72  in 

oak  coimting  house  desk  32  x  84  in 

bill,  gravel 

boaril  feet  oak 

4  in.  X  18  ft.  boiler  tubes 

tons  l)itumiuous  coal 


l'rc«(!rit 
Value. 

21 

24 

3 


8. 
4. 
74 
1  . 
1  . 

15 
2 
1 


4 
15 

4 
3 
1 

60 
5 
1 
4 


10 
5 
1 
3 

67 
SOO 


00 
00 
30 
55 
45 
10 
50 
65 
60 
75 
25 
30 
20 
20 
75 
25 
40 
20 
00 
00 
(K) 
25 
00 
30 
.75 
.00 
.20 
.25 
.40 
.00 
.40 
.50 
.50 
.00 
.70 
.  (iO 
.00 
.80 
.50 
.76 
.00 
.70 
.00 
.50 
.75 
.50 
.00 
.70 
.50 
.50 
.00 
.  75 
.00 
.00 
.50 
.00 
.50 
.00 


Total  present  value 
Total  cost  new  .... 


$1,735  20 
.$2,158  95 


TOOLS.   SUPPLIES,   FURNITURE   AND  WAGONS.  173 
TOOLS  AND  SUPPLIES  IN   MACHINE  SHOP. 

Present 

Quantity.                                                        Description.  Value. 

10  planer  tools ?  4.  SO 

1  2|  in.  reamer « .  4  .00 

1  If  in.  X  14  in.  bar 2.00 

1  planer  tool  holder 8.00 

1  parallel  strip .20 

2  No.  :i  L  Armstrong  tools ;').00 

2  V  blocks .80 

2  anvils 7  .  50 

1  wooden  horse * .5  .  00 

2  drill  press  chucks 7  .00 

40  twist  drills,  assorted S.OO 

1  2  in.  shank  twist  drill 4  .  00 

1  adjustable  hack  saw  frame  12  in .80 

4  lathe  dogs 2  .  50 

1  No.  2  G  Armstrong  lathe  tool 1  .20 

1  No.  2  L  Armstrong  lathe  tool 1 .  20 

2  If  in.  taps 2  .  10 

12  lathe  tools 6.00 

1  f  in.  and  f  in.  double  end  S  wrenches .10 

1  \  in.  and  ^  in.  double  end  straight  wrenches .10 

1  4  in.  C  clamp .60 

1  3  in.  X  2  ft.  boring  bar ; 4  .  00 

1  2  in.  X  2  ft.  boring  bar 3  .  00 

1  1+  in.  X  6  in.  taper  reamer 2  .  50 

6  round  clamps 1 .  20 

1  emery  wheel  dresser 2  .  00 

2  waste  cans 2  .  00 

1  15  ton  screw  jack 27.00 

3  li  in.  machine  taps 2  .  50 

3  1  in.  machine  taps 2.25 

3  I  in.  machine  taps 1 .  70 

3  I  in.  machine  taps . 1.25 

3  tap  wrenches 1  .90 

1  die  stock • 1  .75 

1  set  of  soHd  dies 4.00 

14  split  dies 5.00 

3  split  die  stocks 0  .  00 

1      H  in.  double  end  S  wrench .35 

1      \\  in.  single  end  >S  wrench -40 

1      pair  adjustable  babbitt  molds 50.00 

1      4  in.  babbitt  ladle .50 

1      6*  in.  babbitt  ladle .80 

1      7 'in.  babbitt  ladle 1  .20 

1      9  in.  babbitt  ladle 1  .  50 

1      10  in.  babbitt  ladle 2.00 

1      bar • 3  .  00 

1      5  in.  Parker  swivel  vise 0  .  60 

1      6  in.  swivel  vise 9.00 

25     blacksmith  tongs 20.00 

40     blacksmith  tools 21 .00 

3     sledges : •     5 .  60 

12     anvil  jigs 6 .  00 

3     pene  hammers 1  .  20 

1      I  in.  and  1  in.  double  end  S  wrench -SO 

1      2  in.  X  33  in.  wrench 2  .00 

32     wrenches,  assorted 25.00 

3     pinch  bars 3  .00 

3     yoke  hooks 9.00 

1     axle  lever •  -"^O 

1      sling 1-00 


VALUATION      THE   SOUTHERN   STREET  RAILWAY. 


(^Kintity. 


Tools  and  Supplies  in  Machine  Shop— Continued. 

I)('.scni)ti(jii. 


1 

■A 
1 
1 
40 
1 
I 
1 
1 
1 
1 
2 
3 
1 
1 
2 

1 
1 
1 
1 
1 
1 
4 
1 
1 
2 
1 
1 
2 
1 
1 

6 


eye  holts 

screw  jM't'ss 

blacksmith  face  jjlatc 
blacksmith  tripod.  .  .  . 
i)lacksmith  shovel  .  .  . 
nokers 


No.  4 A  shovel 

special  tripod 

ft.  I  in.  steel  chJin 

'.\  in.  wrench 

4  point  belt  punch 

ratchet  drill 

liOOOO  ohm  magneto 

•»()  ft.  steel  tape 

pair  snip.s 

15/16  in.  taper  shank  twist  drills.  .  .  , 

f  in.  taper  shank  twist  drills 

1  in.  straight  shank  twist  drill 

17  '32  in.  straight  shank  twist  drill.  . 

If  in.  taps 

^-  in.  and  f  in.  double  end  8  wrench.  . 

10  in.  screw  driver 

.set  of  \  in.  letter  stamps 

Lavigne  patent  expansion  bit 

thread  gauge 

\  in.  reamer 

I  in.  taps 

\  in.  tap  wrench 

f  in.  twist  drill 

^  in.  and  1  in.  double  end  8  wrenches 

1  in.  and  1^  in.  double  end  8  wrench. 

spoke  shave 

6  in.  screw  drivers 

pair  S  in.  sMe  cutting  pliers 

2  lb.  machinist's  hammer 

cold  chisels 

No.  2  Blizzard  lanterns 

waste  cans 

oiler 


torches 

bench  with  drawer 

bench  with  drawer  and  shelf 

wooden  horses 

iron  store  rack 

armature  racks 

coal  bins 

concrete  vault  with  safe  door  and  frame 

safe  in  above  vault 

transfer  cases 

roll  top  desks 

thermometer 

hanging  oil  lamp 

clocks 

cabinet  with  two  drawers 

shelves 

chairs 

waste  basket 

bill  file 

bulletin  board 

benches  and  shelf 


1' resent 
Value. 

.36 

42.00 

22 .  00 

1  .  92 

.36 

.42 

.65 

2.00 

1.90 

4.  SO 

.40 

5.05 

3.50 

1 0 .  00 

1  .  75 

2.53 

2.56 

.57 

.31 

1.00 

.48 

.25 

8.00 

1.50 

1.12 

.84 

.84 

.20 

.66 

2.40 

.65 

.40 

.60 

1  .  80 

.50 

1.70 

7.50 

6.70 

.  30 

3 .  00 

8.00 

4.00 

9.00 

4.84 

13.20 

3.00 

50 .  00 

2S .  00 

7.50 

35 .  00 

.25 

2.75 

24.60 

3.00 

2.73 

1  .20 

.  15 

.20 

1.00 

1.20 


TOOLS,   SUPPLIES,   FURNITURE   AND   WAGONS.  17o 
Tools  and  Supplies  in  Machine  Shop — Continued. 

.  Present 

Quantity.  JJesoriptioii.  \'alue. 

30     lineal  feet  of  lockers IK.  3.5 

8  cupboards 10.12 

1      calDinet 2  .  92 

"  1      counting  room  desk 22  .  00 

1      oak  settee 1 S .  00 

1      office  chair 4.00 

1      desk  fan 1 4  .  00 

1     letter  press 4 . 7.5 

1  cuspidor .15 

3     No.  1200  G.  E.  armature  cores  with  shaft 495.00 

1.5     No.  1200  G.  E.  armature  bearings 30.00 

3  No.  1200  G.  E.  armature  bearings 1.5.45 

17  armature  bearing  castings ...  IS.  70 

7     bearing  brasses ...  19.95 

23     bearing  brasses ....  ()2 .  .5(5 

11     armature  bearing  brasses 19.2.5 

2  armature  bearings (5 .  50 

9  half  bearings 14,40 

18  half  bearings. 14.40 

2      half  armature  bearings .  .5. 60 

6     half  armature  bearings 9  .  fiO 

50     lb.  babbit  t '. 7  .  50 

1      No.  57  G.  E.  motor  casing 00  .  00 

4  motor  gear  casings 3 .  00 

1      No.  1200  G.  E.  motor  casing (50.00 

1  12  in.  iron  gong .30 

50     lb.  rivets 1  .  50 

60     lb.  forgings 4  .  SO 

30      1^  in.  X  5  in.  machine  bolts .25 

6  3^  in.  lathe  mandrels.  .  .  .• 2.40 

20     .f  in.  X  1  f  in.  x  4i  in.  steel  springs .40 

5  ft.  ^  in.  square  steel .65 

50     ft.  I  in.  pipe 1 .75 

15     ft.  1  in.  pipe • .75 

10  ft.  \  in.  pipe .30 

2  chain  hooks 2.00 

4  controller  handles • 4.00 

2  5  in.  gongs  and  brackets 1  .60 

5  fenders 39 .  50 

150     ft.  i  in.  fender  slats, ._ 1  .60 

60     carbon  brushes 1 .  80 

100      1  in.  X  6  in.  bolts. 1  .00 

7  2  in.  X  4  in.  helical  springs  f  in.  round  steel 2.80 

3  \\  in.  X  A\  in.  helical  springs,  f  in.  round  steel .90 

2  2f  in.  X  2f  in.  helical  spring,  h  in!  round  steel .40 

5      1:^  in.  X  12  in.  helical  spring,  \  in.  round  steel 2.25 

4  ft.  if  in.  round  iron .12 

3  trolley  harps  and  wheels 6.00 

4  grease  cups .  .  .80 

20  in.  1  X  4  flat  iron ...  .24 

32     lb.  wrought  iron  forgings ...  2  24 

21  ft.  ^  X  1  flat  iron .12 

1      cast  iron  brake  beam .50 

19  in.  H  in.  square  iron .66 

1      part  of  switch  stand 1  .  60 

1      trolley  base  and  stand 2.25 

1      wrought  iron  ring  12  in.  diameter  |  x  3  stock .30 

10     ft .  1  X  4  flat  iron .23 

5  ft .  -^  X  3  flat  iron .26 

13     ft.  i  X  1  flat  iron .08 


17(i  VALUATION— THE  SOUTHERN  STREET  RAILWAY. 


Tools  and  Supplies  in  Machine  Shop — Continued. 

Present 

(iu.'iiitity.                                                             iJcsnriptioii  Value. 

")  i  X  I   flat  iron S  .06 

1(1  ft.  i  X  1\  fiat  iron .85 

12  :{  X  2.V  flat  iron 1 .05 

1(1  it.  i  X  1  i  flat  iron  .  .  .52 

;!()  It.  i.  X  2  Hat  iron  ...  1.41 

1 .")  ft .  ij  X  :i  flat  iron ....  .80 

1  1  ft .  J,  X  1  J,  flat  iron ....  .02 

1(1  ft.  -I  X  :U  flat  iron 1  .  97 

5  ft.  1  X  i^flat  iron .70 

:!  ft.  \  X  2.V  flat  iron .06 

2  h.  '.i  in.  square  iron .85 

11  .V  in.  X  18  in.  hooks .55 

1  ij  X  IV  X  15  in.  clamp .17 

1  I  X  U  X  16  in.  clamp .08 

2  wrought  iron  rings  5  in.  diameter  f  x  H  in.  stock .20 

1  1|  X  34  in.  hook. ' .50 

2  \  X  17  in.  helical  trolley  base  springs 1 . 50 

1  No.  1200  C;.  E.  armature  core 266  .  75 

1  No.  12  A  Westinghouse  armature  core 240.00 

1  trolley  pole  with  harp  and  wheel 5.00 

6  ft.  -J-  in.  steel  chain .25 

4  trolley  bases  with  springs 2.25 

1  trolley  base  stand 2.00 

2  fender  supports .20 

3  ^  ft.  1 A  in.  square  iron .40 

2  brass  gong  clappers .40 

1  f  X  18  in.  helical  spring  3/16  in.  stock .30 

2  f  X  2  in.  machine  bolts .02 

2  ft.  J  X  2  in.  flat  iron .06 

4  ft.  t  X  3  in.  flat  iroji .25 

1  i  ft.  f  X  U  in.  flat  iron ...  .08 

1  i  ft.  i  X  1  in.  flat  iron .02 

2S  ft.  ^  X  U  in.  flat  iron .31 

7  Jr  ft.  I  X  4  in.  flat  iron 1.30 

2  ft.  i  X  4  in.  flat  iron .23 

1  i  ft.  I  X  3  in.  flat  iron .08 

8  ft.  J  X  8  in.  flat  iron ' .46 

17  ft.  1  X  3  in.  flat  iron 2  .  95 

6  *  ft.  li  X  4  in.  flat  iron 1.90 

16  ft.  I  X  3  in.  flat  iron 1 .04 

10  ft.  i  X  8  in.  flat  iron 2 .  32 

5  ft.  I  X  1  f  in.  flat  iron .38 

19  ft.  1  X  If  in.  flat  iron 1.93 

2  ft.  ^  X  2^  in.  flat  iron .  .04 

19  ft.  i  X  4'in.  flat  iron 2.20 

3  ft.  i  X  2  in.  flat  iron .17 

5  ft.  f  X  3i  in.  flat  iron 1 .22 

17  ft.  1}  X  U  in.  flat  iron 1.85 

9  \  ft.  If  in.  square  iron 1  .66 

6  ft.  H  in.  square  iron .78 

27  ft.  1  in.  half  round  iron .70 

195  ft.  t  in.  half  round  iron 2.00 

35  ft.  f  in.  round  iron .26 

28  ft.  I  in.  round  iron .38 

32  ft.  j  in.  round  iron .66 

,59  ft .  I  in.  round  iron 1.78 

114  ft.  1  in.  round  iron 6.10 

3  ft.  1\  in.  round  iron .25 

20  ft.  l\  in.  round  iron 2.40 

12  ft.  I  in.  round  ii-on .49 


TOOLS,   SUPPLIES,   FURNITURE   AND  WAGONS. 


177 


Tools  and  Supplies  in  Machine  Shop — Continued. 

.  Present 

Quantity.                                                             Description.  Value. 

12  ft.  ()  in.  channel S  2.40 

9-  12  ft.  trolley  poles  with  harps 27  .00 

4  brake  levers  1  x  3A  x  26i-  in 7  .  36 

4  brake  levers  1  x  3  x  19  in 4 .  88 

6  brake  rods  1  in.  round  x  7  ft 3 .  36 

18  in.  f  x  3  in.  flat  iron .20 

4  No.  C  17  McGuire  truck  castings 5.00 

1  relief  brake  spring 1  .  00 

1  truck  frame  brace 1 .  40 

1  5  in.  brass  gong .75 

1  brake  rod  |  in.  round  x  6  f t .45 

1  brake  beam  1x4x5  ft.  1  in 4 .  50 

5  ft.  H  X  H  X  I  in.  angle  iron .43 

5  ft.  f  X  1  in.  flat  iron .11 

3  brake  beam  forgings  |  x  2^  x  9^  in ' 1 .08 

4  brake  rods  |  in.  round  x  12  ft 5.10 

3  gal.  fish  oil 1 .  50 

3  brake  beams  li^  x  H  x  61  in 7.60 

11  i  ft.  1  X  4^  in.  "flat  iron 2  .  95 

12  ft.  3  X  3xf  in.  T  iron 2.37 

1  brace  +  in.  round  x  30  in.  iron .10 

4  ft.  1  x'3^  flat  iron .10 

1  draw  bar  yoke  3^  x  18  in .20 

1  I  in.  x  4  ft.  bolt,  square  head  and  nut .25 

1  ft.  4  X  6  x  I  in.  angle  iron .30 

3  U  in.  X  24  in.  turnbuckles J3.00 

4  ft',  i  X  7|  flat  iron .24 

8  f  in.  X  14  in.  machine  bolts .48 

10  ft.  3/16  in.  steel  chain 1.20 

2  stone  jack  handles .50 

3  iron  clamps  g  x  4  x  15  in .96 

23  1  in.  X  5^  in.  brake  hanger  pins 2.30 

6  ft.  f  in.  round  iron .36 

2  ft.  +  in.  round  iron .03 

3  ft.  1x2  flat  iron .14 

3  ft.  I  X  3  flat  iron .45 

4  ft.  i  X  U  flat  iron .05 

1  If  X  6  in.  helical  spring,  f  in.  stock .40 

1  motorman's  stool .30 

13  fender  hangers 4 .  80 

1  1  in.  X  6  ft.  bar  with  hook  each  end .80 

26  brake  hanger  forgings 5 .  30 

5  ft.  i  X  6*  in.  sheet  steel 2 .  28 

1  f  X  3i  X  24  in.  steel  gear  bracket 2 .  85 

9  1  X  3  X  16  in.  steel  motor  brackets 19.50 

6  i^  X  3  X  15  in.  steel  motor  brackets 2.32 

1  f  X  3  X  12  in.  steel  motor  bracket .50 

1  I  X  3^  X  12  in.  steel  motor  bracket .75 

1  ^  X  2  X  22  in.  steel  motor  bracket .50 

2  i^  X  10  in.  trolley  springs,  5/16  in.  stock .80 

5  fender  hangers  |  x  2.^  x  0  in 2  .  50 

2  I  x  12  in.  machine  bolts 14 

1  ^  X  3  x  5  in.  clamp .  10 

1  switch  tongue  template 1 .25 

3  brake  beams  1|  x  If  x  60  in 5  .00 

44  ft.  il  in.  steel  chain 4.77 

45  ft.  \  in.  steel  chain 3 .  38 

3  iron  braces  1  in.  rotmd  x  50  in 1 .00 

1  eye  bar  1  in.  round  x  62  in -50 

1  bi'ake  lever  1  x  3  x  26  in 1.10 


178  VALUATIDN— THE   SDUIHERN   STREET  RAILWAY. 


Tools  and  Supplies  in  Machine  Shop — Continued. 

I'rfscnt 

(^ii:iiii  ii.\                                                           iJcscription.  Value. 

1      iiiotoi-  sujiport   1  X  4  X  :V.)  in S  2.20 

1  motor  support  1  x  4.'>  x  44  in 2  .  .'iO 

2  l)r;ikc  Ix'anis  1  x  4.\  x  (12  in ■.  .  10.00 

1  l)r:iki'  l)o:ini  :^  x  4  x  (iO  in '.i .  'M) 

2  motor  support .s  f  x  4  x  84  in .  '. 7.14 

120     ft.  i  x  7J  in.  sheet  iron 19.20 

2  truck  bolster  plates  J  x  .3 J  x  68  in 8.00 

3  ^  X  3  X  12  in.  clamps 1  . 0.5 

8     brake  beams .3.3 .  60 

.3     brake  levers 2 .  70 

6     goose  necks 4 .  .30 

.3     truck  holster  hangers 3  .00 

1      brake  release  spring .50 

1  truck  spring  f  in.  steel .40 

26     brake  hanger  forgings .5 .  30 

18      f  X  6  in.  brake  hanger  pins .18 

265     brake  shoes 116.00 

2  brake  rods 2  .  00 

2     brake  hooks 1 .00 

2     truck  bolster  plates S .  00 

Total  present  value $2,627.81 

Total  cost  new $3,081 .  58 

TOOLS  AND  SUPPLIES  IN  CARPENTER  SHOP. 

Present 

Cjiiautity.                                                        Description.  Value. 

235     ft.  water  table  for  car  sides -S  2.35 

60     ft.  window  sill 1 .  60 

30     board  ft.  oak 1  .  20 

1100     ft .  beading 6 .  50 

10      4  X  9  in.  pine .20 

151      board  ft.  oak  plank 6.25 

114     board  ft.  ash 3.50    ■ 

120     board  ft .  poplar 3 .  00 

275      board  ft.  poplar  car  sheathing 6.90 

12.50     ft.  miscellaneous  oak  moulding 13.  50 

30     sq.  ft.  1  in.  pine .60 

63     sides  for  gear  casing .' 28.63* 

105     board  ft.  oak 2.10 

75     ft.  U  X  1  .V  in.  oak .38 

2      oak  seat  ends ■ .15 

4     oak  panels,  32  in.  square .78 

2     door  frames,  6  ft.  2  in.  x  33  in 2  .00 

2  car  doors.  6  ft.  3  in.  x  3  ft 4 .  00 

12      12  in.  seat  legs .60 

175     sq.  ft.  veneered  oak  for  car  ceiling 5.25 

264     board  ft;  rough  pine 2  .  68 

3  (1.  E.  No.  1200  motor  casings 206.62 

600     ft.  i  in.  standard  pipe -Of9 

2      oak  sand  boxes 2.75 

268     board  ft.  clear  white  oak '. 7  .  50 

500     ft.  1  i  in.  half  round  oak 5 .  00 

500     ft.  1  X  4  in.  yellow  pine  D.  it  M 3  .  00 

20     ft.  4  X  5  in.  yellow  pine,  848 .60 

200     board  ft.  pine,  S48 4  .  00 

500     board  ft.  white  pine,  848 9  .  50 

504     board  ft.  rough  he  -'oCK 8.06 

12     pieces  2  in.  x  4  in.  x  14  ft.  rough  pine 2.01 


TOOLS,   SUPPLIES,   FURNITURE   AND  WAGONS.  179 
Tools  and  Supplies  in  Carpenter  Shop — Continued. 

Present 

Quantity.                                                             Descri|)tiin.  Value. 

400  ft.  1  X  ti  in.  yellow  pine,  S48 S  3  .  60 

84  ft.  2x6  in.  rough  maple 2.01 

200  board  ft.  pine.  S48 3.80 

21^  gross  assorted  wood  screws 1 2 .  60 

3  pair  butt  hinges .35 

4  lb.  finishing  nails .11 

6  packages  upholsterers  tacks 1  .08 

1  lb.  1  in.  brads .10 

If  gross  stove  bolts .83 

5  doz.  ^  X  1^  in.  machine  bolts .30 

2  quires  sand  paper .34 

8  brass  door  hungers 6.00 

2  pair  brass  car  door  handles .56 

6  8  in.  hack  .saw  blades .25 

20  f  X  6  in.  machine  bolts .30 

3  3  light  electroliers 5  .  55 

24  pole  brackets 2  .  50 

5  lb.  brass  castings 1  .  00 

24  window  guard  sockets 1  .00 

8  gi'ab  handle  sockets 1  .  60 

15  vestibule  braces 15 

8  iron  grab  handles 1  .  75 

50  lb.  brass  grab  handles 10  .  00 

50  lb.  assorted  bolts 2  .  00 

234  assorted  window  frames  and  lights 115.10 

750  ft.  f  in.  fender  strips 3.75 

450  sq.  ft.  pine  flooring,  D.  eV:  M !» .00 

1  2x12  in.  screw  jack 1  .  88 

1  waste  can 1  .  00 

1  portable  forge 12. 00 

2  10-ton  stone  jacks 105 .  80 

1  pinch  bar •• 1 .20 

15  f t .  f  in.  chain 3.78 

12  assorted  wooden  blocks 2  .00 

1  44  in.  wagon  wheel 9 .  00 

1  1  f  X  12  in.  screw  jack 1  .  56 

2  old  men 4  .  80 

1  Packer  No.  3,  ratchet  drill 5.60 

1  26  in.  hand  saw 1-25 

8  wooden  horses 1 1 .  00 

1  belt  tightener 100 

6  collar  patterns 1  .00 

2  vises 4.00 

2  12  in.  circular  saws 4.50 

4  pinch  bars 10.00 

125  ft.  f  in.  rubber  hose 1  S  .  75 

10  wrenches 15 .  00 

1  7  ft .  cross  cut  saw 2  .  00 

1  12  in.  circular 2.25 

1  oil  stove  for  glue  pot.  .• 1  .00 

1  tamper 1   00 

2  wooden  straight  edges .55 

Total  present  value $  769   16 

Total  cost  new $1,194  46 


180  VALUATION— THE  SOUTHERN   STREET  RAILWAY. 

TOOLS  AND  SUPPLIES  IN  ARMATURE  ROOM. 

I'rcsont 

(2ii:iiit.i(y.                                                         DcscriiHifiii.  Value. 

(1  12  ill.  fi:it   files ?>  .97 

I!  soltliM-iiig  irons 2  .  40 

2  1  (luart  lilow  torches S.OO 

2  ;!  (iviart  {Gasoline  heaters 9.00 

1  1 2  in.  hollows 1  .  60 

1  2 .V  in.  vise 1  •  05 

4  wooden  horses 0  . 00 

1  reel 2.00 

1  conunutator  puller.  .  .  : 10.00 

SO  11).  No.  0  weatherproof  wire 12.30 

60  11).  No.  6  weatherproof  wire 9.23 

17  It).  No.  12  band  wire .34 

10  11).  No.  Hi  f^al V.  iron  wire .50 

150  ft.  10  conductor  No.  16  r.  c.  wire  with  weatherproof  jacket.  .  .  3.38 

215  11).  peerless  babbitt 38.70 

115  lb.  friction  tape r 34 .  50 

15  type  K  s  controller  cylinders 20  .  63 

1  No.  2  Turner  blow  torch 2  .  40 

14  commutator  screws -25 

75  ft.  ;V  in.  stranded  steel  cable .83 

2  fibre  commutator  rings 40 

2  type  K  s  controller  covers .80 

2  gears  6  x  3  x  1  ^  in.  face 1.11 

15  brush  yokes  for  G.  E.  1200  motors 19.50 

46  brush  holders  for  G.  E.  1200  motors 17  .25 

20  lb.  Sd  nails -50 

1 1  field  plates  for  No.  1200  motor 1  .  38 

1  casing  for  No.  1200  motor 72  .  65 

3  No.  1200  motor  fields 39  .00 

2  No.  57  motor  fields 51  . 00 

7  No.  1200  armature  cores 900.90 

3  No.  1200  armature  shafts 30.00 

1  No.  12  A  Westinghouse  armature  core 80.00 

1  No.  49  Westinghouse  armature  with  commutator 130.00 

1  No.  1200  armature,  shaft  and  commutator 170.00 

1  No.  1200  armature  and  commutator  only 125.00 

3  No.  1200  armature  shields 1.12 

4  hood  canopy  switches '^29 

1  G.  E.  No.  57  commutator  ring ^   I'^ 

2  controller  connecting  boards 2./o 

1  controller  finger  board  reverse 1 .00 

1  No.  1200  armature  core ^"^^ ■  9^ 

5  gal.  6'iirling  insulating  varnish .1'^*:^ 

35  No.  57  armature  coils 55  .  00 

7  No.  1200  field  coils 233.00 

3  No.  57  field  coils 67.00 

2  No.  1200  field  coils 100.00 

'  1  red  lantern  chimney -20 

6  pcTir  fish  plates 1 .  89 

4  coal  .scuttles 1  •■*^ 

100  lb.  track  bolts 2.90 

1  30  gal.  galvanized  hot  water  tank  and  stand 3.00 

3500  lb.  track  salt 1 "  •  '"^0 

10  switch  tongues 120.00 

48  cast  iron  girds 6 .  00 

1  No.  57  armature  core,  commutator  and  shaft • 195.00 

3  No.  57  armature  shaft  bearings S.2o 

5  No.  12  Westinghouse  armatures "^1??^ 

2  No.  12  Westinghouse  field  coils 53.28 


TOOLS,   SUPPLIES,  FURNITURE   AND  WAGONS.  ISl 
Tools  and  Supplies  in  Armature  Room — Continued. 

Present 

Quantity.                                                             Description.  Value. 

;3     No.  AAl  Christensen  air  con>pre,ssor.s .57  .52 

1      No.  1200  G.  E.  commutator 42  .  .50 

1      gal.  shellac  varnish 1  .  50 

Total  present  value $3,742  .23 

Total  cost  ne  w 5,384  .  71 

TOOLS  AND  SUPPLIES  IN  CAR  BARN. 

Present 

Quantity.                                                        Description.  Value. 

1  wheeled  scraper  42  in.  wide S  17  .00 

2  scraper  bodies S.OO 

1      blue  print  frame  complete 20 .00 

1      bellow 5  .  00 

1      snow  plow 25 .  00 

1  sand  box " 15.00 

4     wire  reels 7  .  00 

2  veneered  car  seats 2;> . 00 

53     board  ft.  pine 1.12 

1  rattan  car  seat G .  00 

25     sq.  ft.  grooved  car  flooring 1  .25 

16     car  doors 20 .00 

9     window  sash 2  .  50 

100     sq.  ft .  wire  netting 2  .  00 

16     wooden  window  blinds 4  .00 

1 1      window  frames 2.75 

100     sq.  ft.  board  sign 5 . 00 

.■^3     board  ft.  pine 1.16 

15     ft .  wood  railing 2  .  00 

13     coal  boxes 5 .  20 

40     board  ft.  pine .80 

2  pair  wagon  wheels IS . 00 

300     ft.  cane  seats.  .  .  .' '.  .  30.00 

50     ft.  veneered  car  seats 5.00 

300     ft.  oak  moulding 2  .00 

1  oak  car  end 1 0  .  00 

2  3  ft.  X  6  ft.  6  in.  oak  car  doors 5  .  OO 

6     G.  E.  No.  1200  motor  casings 390.00; 

13     stone  window  sills 6  .  50 

1  Westinghouse  12  A  motor  casing SO  .00 

2  G.  E.  No.  1200  field  coils 70 ,  00; 

1      G.  E.  No.  57  motor  casing '  40  .  00 

Tools  in  Tower  Wagon. 

50     ft.  f  in.  Manilla  rope $  .20 

1      No.  2  bolt  cutter 2  .  80 

1      ball  pene  hammer 1 .  25 

1     come  along 1 .  25 

1      14  in.  Stilson  wrench 1  .  80 

1      cold  chisel .20 

1      cape  chisel .20 

1      6  in.  X  f  in.  turnbuckle  special 3.00 

15     ft.  t  in-  chain 1  .30 

1      .Johnson  bar r 1  .00 

1  V  in.  open  end  wrench .10 

2  drift  pins 10 


jS_>  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


Tools  in  Tower  Wagon     Continued. 

Present 

(ju:iiilily.                                                                 DcsiriplioM.  Value. 

\      No.  0  trolley  claiihps S  .00 

100      ft.    ,'  ill.  Manilla  rope 1  .  70 

•J      1  in.  l)iocks 1  .75 

1      JO  in.  cro.ss  cut  saw 1.2') 

■_'      ',  in.  wooil  bits ••')() 

1      1  1  in.  chisel -40 

1       .")  in,  solder  pot -40 

1       ;;  in.  ladle .  :^0 

Supplies  in  Supply  Wagon. 

0     ;>  X  4  X  :i6  in.  cross  arms 1  .  50 

;>")      1  .\  in.  iron  insulators  pins.' -75 

70     ft'.  ]{■  in.  steel  cable 7.00 

1 25     ft.  i  in.  steel  cable 15. 00 

17      double  curve  suspension  for  No.  0  trolley 0  .  SO 

14  sinfjle  curve  suspension  for  No.  0  trolley 5.05 

lo     straight  line  hangers  for  No.  0  trolley 4.55 

S     barn  hangers  for  No.  0  trolley :^  .  00 

5     spherical  strain  insulators 1  .  75 

12     wood  strain  insulators 1  .  70 

5     feed  tap  hangers  for  No.  0  trolley 3.00 

7     trolley  clips  for  No.  0  trolley 7  .00 

10     splicing  ears  for  No.  0  trolley 5.00 

100     ft.  5    10  in.  steel  cable " !^0 

100     ft.  i  in.  steel  cable 00 

00     ft.  ^  in.  copperized  stranded  cable 1  .00 

12     glass  insulators -70 

1      No.  00  cable  splice •  5() 

10     porcelain  insulators  If  x  1^  in 45 

15  lb.  bolts .00 

:\{)     ft.  No.  0  trolley  wire '2  .25 

Total  present  value $  919  -98 

Total  cost  new $1,185.67 

TOOLS  AND  SUPPLIES  IN  YARD. 

Present 

Quantity.                                                             Desc-ription.  Value. 

4     wooden  horses §  20  .  50 

1  wagon  jack I  .  i  o 

200     ft.  1  in.  manila  rope 07 .40 

2  No.  3  shovels 1  ■  •">0 

2     trowels •  Wl 

2     stone  nuison  hammers .80 

1      pine  platforifi 2 .00 

I      Star  white  wash  machine 20.00 

1      20  ft.  ladder -'00 

1  mortar  box 1 .60 

2  wood  l)locks,  double  sheave 3.60 

1      wood  block,  single  sheave 1   00 

1      Clark  No.  2  sand  dryer 25.00 

1  truck  for  armatures 10.00 

2  No.  2  lanterns -50 

2      ladders iiOO 

1  long  handle  shovel .     .90 

230     ft.  0  in.  girder  rail 59.00 

2  t  on  tee  rail 40 .  00 


TOOLS,  SUPPLIES,  FURNITURE  AND  WAGONS.  183 


Tools  and  Supplies  in  Yard — Continued. 

Present 

Quantity.                                                             JJesfription.  Value. 

1  22  ft.  lattice  column $      18.6-3 

1  jack  screw  mounted  on  14  in.  x  14  in.  x  5  ft.  timber 1 .25 

370  board  ft.  white  pine 2  .00 

260  lb.  wrought  iron '. 4.00 

5  wire  reels 2  .  00 

3  4  wheel  trucks,  complete 420.00 

1  Peckham  4  wheel  truck  7  ft.  wheel  base 185.50 

432  board  ft.  white  pine 6  .00 

2  oak  car  doors 2  .  00 

1  track  tool  box 2.50 

175  board  ft.  pine  platform 3  .  50 

1  pair  33  in.  wheels  on  axle  with  G.  E.  No.  1200  driving  gear.  .  .  50.00 
13  pair  33  in.  wheels  on  axle 416.00 

2  pair  33  in.  wheels  on  axle  turned  down 30.00 

1  G.  E.  No.  1200  driving  gear 13.00 

1  sand  box 6  .  00 

1  coal  box 0.00 

15  I  in.  tie  rods 3 .  38 

28  pair  special  rail  joints 79.00 

25  tie  plate  braces 3 .  75 

1000  lb.  miscellaneous  track  fittings 30.00 

291  lb.  wrought  iron  plate 6.97 

15  rail  chains 6 .  00 

400  lb.  girder  track  rail 12  .  00 

400  lb.  track  bolts  and  spikes 16.00 

40  30  ft.  wooden  poles 120  .  00 

50  ft.  I  in.  stranded  cable 4.25 

4  wire  reels 6.00 

1200  board  ft.  pine 10  .  00 

2800  7  in.  X  6  in.  x  7  ft.  sawed  oak  ties 1,853.60 

1  switch  point  for  6  in.  girder  rail 20.00 

4  frogs  for  6  in.  girder  rail 180 .  00 

2  6  in.  tops  x  33  ft.  metal  trolley  poles 41 .40 

12  G.  E.  No.  1200  axle  bearing  caps 30 .  00 

20  12  in.  X  9  in.  X  9  in.  G.  E.  rheostat  frames 20.00 

1  36  in.  X  10  ft.  work  bench 2  .  00 

1  push  car 12.00 

1  hand  dump  car 20  .  00 

5  '■  Standard     car  stoves,  22  in.  x  22  in.  x  19  in 57  .  60 

75  ft .  4  in.  stove  pipe 3  .  00 

12  6  in.  X  21  in.  thimbles 1  -SO 

3  Peckham  side  frames 4.5  .  00 

1  Columbia  side  frame    1  7  .  50 

6  ft.  8  in.  channel ^  ■  o*! 

50  -ft.  ^  in.  stranded  steel  cable ■  «^^ 

30  cu.  yd.  sand 'II  ■  ^^ 

1000  cu.  ft.  small  granite  paving  blocks ()7.00 

22000   3'  X  4  X  8  in.  vitrified  paving  blocks  352.00 

1  24  in.  cast  iron  manhole  with  cover  12.00 

10  ft.  2\  in.  shaft •■'i^' 

1  12  in.  shaft  coupling -^'J 

3  side  braces '^    ! ' 

2  34  in.  Standard  car  wheels '  14.50 

■  3  5  leaf  single  diamond  springs 1-'  60 

4  tons  chestnut  coal 25.00 

frogs  for  6  in.  girtlcr  rail 45.00 

frogs  for  7  in.  girder  rail. 160.00 

frogs  for  40  lb.  tee  rail 315.00 

switch  points 40.00 


•2 


1S4   •  VALUATION— THE  SOUTHERN   STREET  RAILWAY. 


Tools  and  Supplies  in  Yard— Continued. 

Present 

(iuiuility.                                                         Description.  Value. 

2      mates :^  10.00 

2400     II).  i^ivdw  mil :-54 .40 

2.')()     ft.  SO  11).  f>;ir(l('r  f>;uar(l  rail  ...                                                    450.00 

2280     11).  40  II).  too  rail : 19.20 

Total  prcsont  value $5,643.08 

Total  cost  now $7,089  13 

TOOLS  AND  SUPPLIES  IN  TRACK  AND  LINE  DEPARTMENT. 

Present 

Quantity.                                                        Deserii)ti<)n.  Value 

IFi     No.  2  shovels • $  5.40 

'A     scoops 3.75 

19     picks 19.00 

2     Buckeye  No.  2  track  jacks 10.50 

10     pinch  bars 30 .  00 

7  spike  mauls S  .  40 

1      sledge 1  .SO 

8  rail  tongs 11  .50 

1     track  gauge 1 .  20 

1  stone  tamper 1 .20 

2  paving  hammers 1  .  45 

1  ratchet  drill 5 .  00 

10  cold  chisels (i.OO 

17     twist  drills 7  .  80 

2  18  in.  hack  saw  frames 2  .00 

2  adzes  .  ^ 2  .  40 

6     track  wrenches 2  .  40 

1  hand  axe .50 

3  double  edge  adzes 2.25 

11  drift 1.60 

6     steel  brushes 3 .  60 

.    3     steel  barrows 7.00 

2  ■  old  men 3 .  00 

2  lanterns 1  .  50 

12  tamping  bars 3  .  60 

*  9      18  in.  hack  saw  blades 2.25 

5  gal.  lantern  oil .30 

3  5  gal.  cans 1 .  50 

1      wood  wheel  barrow    1 .  00 

1      window  squegee .25 

1  hoe 1.00 

2  14  in.  flat  mill  files .50 

2     cold  chisels 1 .  20 

1  tool  box 6.20 

2  pole  prongs 2  .  30 

1  7  in.  vise .  11.25 

2  5  ft.  cross  cut  saws 3 . 00 

6  tamping  irons  5  ft.  long 3 .  60 

2     hooks  for  lifting  poles 4 .  00 

15     pick  axes > 14 .  50 

2     track  gauge 2  .  40 

1  small  hand  axe .75 

282     lb.  forged  track  tools 33  .  85 

2  track  levels 1 .  70 

5     12  in.  steel  crossing  brushes 3.00 

1      5  lb.  mall 25 


TOOLS,  SUPPLIES,  FURNITURE  AND  WAGONS.  185 
Tools  and  Supplies  in  Track  and  Line  Department — Continued. 

Present 

Quantity.                                                             Description.  Value. 

1      tool  box .  .  $        5 .  20 

1      sand  car,  complete 50.00 

6     shovels  with  broken  handles 2  .40 

Total  present  value $295  .25 

Total  cost  new $483  .  53 

PATTERNS. 

Present 

(Juantity.                                                        Description.  Value. 

1      oil  box  pattern $     2  .  50 

1      brake  ratchet 2  .  00 

1      armature  bearing - 1  .  50 

1      spring  seat  for  Peckham  truck o.OO 

1      trolley  base 2  .  00 

1      center  plate 1  .50 

1      sheave  for  bridge A  .00 

1      axle  bearing,  metal  pattern 10.00 

1  core  box 2  .  50 

2  pair  journal  boxes •.  .  .  .  10.00 

2     small  patterns , 2  .  00 

2     brush  holders 4 . 00 

1  brush  holder  pressure  arm " I  .  50 

2  core  boxes 1  .  .50 

2     window  guards 1 .  50 

1     spring  washer 1 .  00 

1      terminal  casting .50 

1      pulley,  5A^  in.  X  4^  in ■ 2.00 

1      brake  ratchet 2  .  50 

5     core  boxes 8  .  00 

1      armature  bearing 2  .  00 

1      bushing 4^.  2  .  00 

1      pulley  4^  in.  X  4^  in 1  .  50 

1      trolley  tension  spider (> .  00 

1  l)oiler  grate,  metal 5 .  00 

2  leaf  rail,  metal .SO  .00 

1     gear  casing 2  .  00. 

1     trolley  tension  bushing <j  ■  00 

1      bushing '. 2  .  00 

1  bushing  No.  57,  axle  bearing 4.00 

2  Peckham  truck  bearings 1-   00 

1  armature  bearing  box 10  .00 

2  boiler  grates,  wooden 8  .  00 

2     controller  handles 5  .  00 

1      armature  bearing 5 .  00 

1      axle  bearing 5 .  00 

Total  present  value $168  .  00 

Total  cost  new $235 .00 


180 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


SUPPLIES  IN  STORE   ROOM. 


Quiiiitit 


27 

1 

4 

1 
:i5<S4 
•A 
4 
4 


•I 
1(» 
10 

4 

4:^ 

190 


1  oo  J 

14:^ 

90 

9S4.' 

lOO' 


.■)() 

in 
ir,{) 

14 

:i 
i;!s 

o 
■JOO 

.") 
<)5 
19 
44 

4 

H 
1 :! 
2r) 

6 

is' 


1  1 

1  1 
9 

10 
.') 

29 


y.  I)rscri|itii»n. 

(1.  E.  No.  1200  coiiimulator  scfjiiKMit; 

sprocket  links 

•ronfr  clappers 

10  in.  Ronjis 

f;ong  l)racket 

12  A  Westingliouse  armature  coils.  . 

l  X  ;!  in.  split   keys 

controller  pawls 

mica  commutator  ring 

No.  1  lantern  globes 

4  in.  air  gauge 

split  cotters 

trolley  switches 

feeder  hangers 

brass  sheaves 

pair  bridge  approaches 

cross  over  

trolley  splicing  ears 

screw  cap  insulators 

single  curve  suspensions 

double  curve  suspensions 

A  X  2^  in.  bolts 

.V  in.  spring  washers 

washers 


12 
4 


wood  plugs 

lb.  white  lead ' .  .  . 

lb.  wire  nails . 

II).  gear  grease 

thermit  welding  crucible  and  accessories.  .  . 

iron  kettles 

lb.  manila  rope 

1  quart  oil  cans 

lb.  Peerless  babbitt 

lb.  rough  journal  brasses 

^loore  brake  hangers 

McGuire  center  bearings 

lb.  finished  brass  bearings  

lb.  tacks 

lb.  babbitt 

thrust  collars  for  O.  E.  No.  1200  armature. 

lb.  brass  bearings 

trolley  harps 

trolley  wheels 

yd^  shade  cloth 

ib.  sheet  copper 

balls  twine 

lb.  mica  segments  for  commutator 

spike  mall  handles 

lb.  \  in.  brass  rod 

16  c.  p.  incandescent  lamps 

carbon  brushes 

mica  sheets  for  (1.  E.  No.  1200  armature.  . 

mica  pump  rings 

vulcanized  asbestos  rings 

set  Christensen  air  compressor  coils 

lb.  wire  nails 

lb.  tin  washers 

mica  rings  for  G.  E.  No.  1200  commutator. 

extension  plugs 

wall  sockets .  .  . 


Present 
Value. 

9  .  00 

.  .-io 

.50 

5 .  00 

.20 

■A .  80 

72 

.05 

:i .  00 

.40 

8.00 

o .  10 

1 0 .  .50 

2.40 

5.10 

.50 .  00 

2.00 

4.50 

3 .  80 

4.00 

1.45 

.45 

.95 

4.75 

.70 

5.40 

29 .  50 

4.00 

185.00 

1.20 

5.00 

.50 

1  .00 

22 .  50 

2.00 

2.80 

27.60 

.15 

20  00 

.50 

13.00 

19.00 

57  .20 

1.20 

0 .  25 

.65 

50 .  00 

.60 

.70 

3 .  25 

16.65 

.10 

.75 

8.80 

27.70 

.  33 

.27 

8.00 

1  .00 

7  .65 


TOOLS,   SUPPLIES,   FURNITURE   AND  WAGONS. 


187 


Supplies  in  Store  Room — Continued. 

Quautity.  Description. 

8  lb.  window  guard  castings '$ 

48  brake  shoe  thimbles 

10  Westinghouse  brush  holder  springs 

'■>  single  pole,  single  throw  knife  switclies 

2  10  ampere  .500  volt  snap  switches 

1  10  ampere  ."lOO  volt  porcelain  fuse  block 

1  2  quart  oil  can 

2  funnels 

J  pint  glue  

ST  lb.  asbestos  tape 

1  Weston  voltmeter 

1  platform  scale 

i:W.V  lb.  iron  grids 

297  G.  E.  —  K  2  controller  fingers 

74  wire  connectors 

1  2  gal.  oil  can 

68  trolley  wheel  bushings 

81  assorted  springs 

12  G.  E.  No.  1200  brush  holders 

fi  4  light  electroliers 

4  2  light  electroliers 

42  stick  chalk 

70  controller  contact  springs 

4  controller  cut  outs 

2  fibre  .sheets,  No.  32820 

1 1  side  plates  No.  32829 

;!()  contact  bases 

22  contact  clips 

24  .500  volt  10  ampere  switches 

1  G.  E.  6C0  ampere  automatic  circuit  breaker 

32  lb.  cotton  covered  copper  wire 

30  lb.  journal  brasses 

47  lb.  wire  brads 

G  lb.  soldering  acid 

9  lb.  straight  line  clips 

o  lb.  soda  

50  ft.  lamp  cord 

17  lb.  solder 

250  ft.  No.  14  rubber  covered  wire 

50  ft.  No.  6  cable .• 

2  lightning  arresters 

80  lb.  magnet  wire 

105  !b.  ^  in.  flexible  cable 

17  brooms 

100  ft.  1^  in.  single  belting 

57  G.  E. — K21  controller  contact  tips 

13  G.  E.  No.  1200  motor  oil  box  covers 

50  yd.  canvas  duck 

4  set  Westinghouse  r2A  armature  coils 

80  G.  E.  No.  1200  armature  coils.  .  . 

12  lb.  vulcanized  fibre 

8  6  ampere  500  volt  enclosed  fuses 

2  lb.  linen  tape 

26  controller  finger  bases 

3  box  unions 

h  lb.  insulating  joints T 

20  cont.-ict  Inrushes  for  air  pump  governors  .  . 

2  register  pulleys 

900  controller  finger  and  segment  screws 

4  lb.  rivets 


Present 
Value. 

1. 

GO 

7 . 

20 

1. 

25 

90 

2. 

00 

25 

20 

10 

25 

/  . 

00 

71. 

2.5 

30 . 

70 

3. 

90 

23 . 

7-5 

7.5 

.50 

17 

.70 

1  . 

35 

2 

.40 

4 

.  50 

o 

.70 

.45 

•  > 

•50 

.60 

1 

.80 

3 

.00 

IS 

.00 

21 

.60 

20 

.(10 

,s 

.00 

( 

.  .50 

1 

.40 

1 

50 

1 

.SO 

.  20 

1 

.  80 

1 

.50 

o 

.  50 

3 

.00 

■" 

.00 

If) 

.(111 

21 

.0(1 

;; 

.40 

.) 

.00 

.5 

1 

.70 
.  95 

12 

1  IS 

.  .50 
.  5(  1 

40 

.00 

.') 

.  ()() 

1 

.  20 

1 

.  0(.t 

3 

.90 

1 

.  25 

.50 

;; 

.00 

;! 

.(iO 

ISS 


VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


(iii.-uitity 


■5 

t; 

k; 

:U4 

6 

1 

It 
11 

75 


4 

12.V 


20 
80 
15 
220 
30 
I 

25' 

25 

30 

4 
'  53 

8 
100 

7 

6 
12 
90 


1 

266 

200 

200 

50 

90 

50 

25 

16 

101 

150 

16 

1 

234 

34 

20 

9 

5 

4 


Supplies  in  Store  Room     Continued. 

I'roscnt 

Description.  Value. 

',  in.  bra.ss  cocks !§  .  <}{) 

f  in.  brass  check  valves 1  .  40 

(i.  K.  — K2  controller  tcrniiiials 1  .25 

lb.  brass  bushings ]  .00 

lantern  burners 1  .  .50 

(i.  I'L  type  .M.   H.  circuit  l)reaker  contacts 2.40 

machine  screws 1  .  25 

brass  controller  brackets 1  .80 

quart  sulphuric  acid .10 

ream  sand  paper 4 .  50 

sheets  emery  cloth .50 

lb.  .V  in.  copper  ribbon 1 1  .25 

hammer  handles .40 

gross  assorted  steel  wood  screws 6 .  65 

gross  assorted  brass  wood  screws 8 .  75 

gross  J  X  1|  in.  brass  machine  screws .80 

lb.  f  in.  wire  staples .10 

}  X  1  in.  carriage  bolts .25 

^  X  H  in.  machine  bolts .48 

lb.  flat  head  rivets .45 

assorted  stove  bolts 1  .  05 

^  X  1 4  in.  screw  eyes .15 

gross  No.  14  steel  wood  screws .40 

^  X  H  controller  springs 1 .25 

controller  fingers 2  .  00 

cap  screws .30 

oz.  copper  rivets .05 

packages  vipholsterers  tacks 1 .65 

wall  receptacle  wooden  blocks .25 

100  ampere  link  fuses 2.10 

3  ampere  600  volt  enclcsed  fuses 1  .00 

25  ampere  500  volt  enclosed  fuses 1  .00 

15  ampere  500  volt  enclosed  fuses 2  .00 

controller  handle  castings 2  .  70 

60  gal.  galvanized  oil  tanks 5.50 

50  gal.  oil  barrels  with  iron  cocks 8.00 

empty  oil  barrels 4 .  00 

coal  scuttles .50 

galvanized  iron  pails .50 

5  gal.  wooden  buckets ►  .  . .30 

gal.  measure .15 

lb.  cup  grease 11.97 

lb.  heavy  cup  grease 9 .  00 

lb.  gear  grease 7  .  00 

gal.  coal  oil 3  .  00 

gal.  motor  journal  oil 7.20 

gal.  lubricating  oil '.  .  .  , 5.00 

gal.  air  motor  oil 3 .  00 

rail  bonds,  30  in.  long 8 . 00 

tie  rods 30.30 

lb.  colored  waste 11 .25 

lb.  vulcanized  fibre 3  .  79 

roll  of  buihling  tar  paper 1  .0.0 

assortetl  truck  springs 118.15 

McCiuire  No.  241  spring  washers 3.40 

pair  spring  whshers  for  Moore  truck 4.00 

Westinghouse  12  A  motor  jiinione  .  : 25.20 

G.  E.  No.  1200  pinions 13 .  75 

G.  E.  No.  57  pinions 12.60 

Moore  truck  castings  C.  1 1 7  .  48 


TOOLS,  SUPPLIES,   FURNITURE   AND   WAGONS. 


1.S9 


Supplies  in  Store  Room — Continued. 

Quantity.  Doscriptiou. 

12  1-^  X  17  in.  truck  bolts , 

6  McGuire  brake  turnbuckles 

87  McGuire  truck  castings 

4  5  leaf  double  diamond  springs 

5  4  leaf  elliptical  truck  springs 

5  turnbuckles  bushings 

2  G.  E.  class  14A  rheostats 

12  Moore  truck  pedestal  castings 

1  electric  car  heater 

6  brass  hose  couplings 

1  brass  nozzle 

62  lb.  soft  steel 

282  assorted  machine  bolts 

37  I  X  4  in.  track  bolts 

57.5  lb.  railroad  spikes 

10  brick  tongs  24  in.  openings 

1  rail  bond  compressor 

15  McGuire  A.  6  S.  castings 

5  wooden  rings 

1 1  galvanized  iron  hoods 

9  4  in.  stove  rings 

5  McGuire  W21  snow  plow  bearings 

2  clutches,  5  in.  diameter,  .5  in.  long 

11  I  in.  hexagon  nuts *.  .  . 

150  lb.  iron  journal  bearings 

10  brushes  for  washing  windows 

1  box  porcelain  insulators 

1  commutator  core 

4  1^  X  f.  in.  studs 

3  iron  cominutator  collars 

4  G.  E.  No.  1200  vulcanized  asbestos  rings 

1 1  car  brackets 

27  Peckham  No.  6A  journal  box  covers 

25  lb.  trolley  wheels 

1  10  ampere  500  volt  porcelain  fuse  block 

fi  lb.  li  X  r^  in.  rivets 

1 1  ^^'estinghouse  brush  holders 

2  brake  rod  thimbles 

1  journal  casting   

24  carbon  brushes 

1  5  in.  ratchet  wheel 

3  mica  commutator  rings 

1  trolley  harp 

70  -J  in.  spring  washers 

1  brass  gong  bracket 

1  blue  lantern  glolie 

1  10  in.. gong  and  clapper 

05  wood  screws 

50  1^  X  3/16  in.  stove  bolts 

25  pair  cast  iron  hose  clamps 

6  2^  X  i-  in.  carriage  bolts 

5  controller  wrenches 

14  graphite  brushes 

835  carbon  brushes 

6  sand  box  castings ^.  .  ., 

2  brass  sand  valves 

4  cast  iron  sanders * 

12  lb.  cast  iron  braces 

8  barn  hangers 

2  special  turnbuckle  nuls 


Present 

Value. 

2 

.76 

6 

.00 

65 

.15 

24 

.00 

18 

.75 

8 

.75 

18 

.20 

38 

.40 

5 

.00 

11 

.  7(; 

1 

.10 

2 

.48 

17 

.40 

1 

.51 

11 

.80 

4 

.00 

35 

.  00 

4 

.50 

.  /o 

.60 

.90 

0 

.00 

?> 

.00 

.05 

3 

.00 

1 

.00 

1 

.00 

7 

.00 

.12 

1 

. .")() 

3 

.20 

1 

.25 

2 

.02 

•  ( 

.CO 

1 

.50 

.20 

40 

.00 

.10 

.  lO 

.96 

.30 

1 

.00 

1 

.40 

.32 

.48 

.6/ 

.  25 

.48 

.12 

1 

.00 

SI 

48 

«) 

00 

•) 

,00 

.48 

.". 

20 

I 

20 

190 


VALUATION  -THE   SOUTHERN   STREET   RAILWAY. 


Supplies  in  Store  Room     Continued. 

(Jii  itililN'.  '  Dcsoriptioii. 

7  Mcduirc  No.  2.")1   liouwing S 

:')  l)i':ik('  rod  .sIiomvps 

(»  11).  castinp;  for  sand  machine 

;>  tender  sprin<j;s 

(1  clips  for  elliptical  springs 

1  hi'ake  dog 

1  <)\  X  If  in.  iron  pulley 

;!  iron  corner  braces 

(>!)  11).  angle  iron 

1  sheave  for  car  body  hoist 

()  ])orcelain  knobs 

1  sua  J)  switch 

1  4  light  electrolier   

7  McGuire  truck  castings 

1  2.1  in.  brass  hose  coupling 

10  iron  gate  hangers 

1  track  chair 

'A  castings  for  brake  ratchet 

4  Moore  brake  shoe  hangers 

4  rubber  gaskets  for  sand  hose 

1  ratchet  wheel  for  hand  brake 

()G  lb.  stove  castings 

5  door  hangers .  .  . ,. 

0  G.  E.  rheostat  insulators 

.5S  lb.  flat  iron 

1  piece  of  stone  jack 

S  G.  E.  No.  1200  commutator  cores 

52  insulated  caps  for  barn  hangers 

3  .stove  pipe  collars 

52  V  ^  1  iu.  machine  bolts 

1  2^  in.  sight  feed  oil  cup 

7  insulator  rings,  '.i  in.  bore 

15  1  X  I  in.  machine  bolts 

14  lb.  journal  box  castings 

4()  2A^  X  ^  in.  studs 

7  lb.  gate  hangers 

7  car  steps 

1 2  sign  hangers 

2  spring  caps 

15  lb.  lock  washers 

1  5  in.  brass  gong  and  clapper " 

8  journal  caps 

2  McGuire  M4,  gibs.  . 

19  McGuire  brake  hangers 

132  assorted  springs 

5  lb.  spring  washers 

ISOO  top  and  bottom  carbons •.  .  . 

'.V.)  trolley  base  springs 

5  trap  door  rings 

4  gong  clapper  frames 

1 1  iron  gongs 

4  McGuire  B8.\  brake  hangers 

4  t  urnbuckles  lock  nuts 

100  lb.  brake  beam  castings 

2  Mc(iuire  No.  155,  goose  necks 

1  controller  base  ring ._ 

2  journal  tiox  covers 

1  500  volt  no-arc  enclosed  fuse 

16  assorteil  springs 

250  wooden  sticks  for  G.  E.  No.  1200  armature 


Present 
Value. 

2 

10 

M) 

24 

1 

.20 

;«) 

15 

.48 

o 

.70 

■} 

.76 

4 

.80 

.05 

.25 

.77 

5 

.  75 

1 

.  95 

.  MO 

.30 

.56 

.48 

.20 

2 

.64 

12 

.00 

4 

.50 

o 

.90 

1 

.20 

45 

.00 

1 

.04 

.24 

.  .30 

.90 

1 

.12 

.66 

.84 

.55 

.28 

.40 

.12 

.28 

.90 

.50 

8 

.00 

1 

.00 

1 5 .  60 

100.85 

.25 

^ry .  00 

10.05 

.50 

.24 

18.00 

.56 

.04 

4.00 

2 .  .30 

.20 

.  20 

2.00 

1 1  .  50 

1.25 


TOOLS,   SUPPLIES,  FURNITURE   AND   WAGONS. 


191 


Supplies  in  Store  Room — Continued. 

Prpsent 

Quantity.                                                                 JJcsca-iptioi).  Value. 

2  lamp  globes S  20 

■i  6  in.  fibre  ring.s 1  .  (JO 

2  porcelain  tube.s .  1 :{ 

1000  I  X  i  in.  machine  screws .  s;^ 

3  G.  E.  K21  controller  covers 1  .  20 

4  brake  handles SO 

1  1^  in.  hose  coupling .54 

60  lb.  oil  cup  castings 2.40 

■i  sweeper  sprocket  wheels 13  .  oO 

15  lb.  ratchet  parts 1  .  50 

0  wooden  pulleys 2  .  (50 

60  lb.  Peckham  truck  parts 3  .(jO 

2  McGuire  No.  T.  N.  4.  bolt  plates 2.00 

25  lb.  wrought  iron  forgings 2  .  50 

4  lb.  spikes .10 

10  sign  holders .  fO 

10  f  X  1^  in.  machine  bolts .16 

2  springs 1.75 

5  G.  E.  — K21  reverse  controller  cylinders 7   50 

40  ^  X  1  ^  in.  nipples .42 

120  4^  X  f  in.  lag  screws 2  .  36 

30  lb.  cast  iron  weights 1  .  20 

1  box  jack  supplies 5 .  00 

75  carbon  brushes 3 .  04 

1  4  in.  car  gong  bracket 1.10 

6  sheaves  for  sliding  doors 1  .  6S 

2  commutator  rings 1    00 

IS  dust  collars 1    50 

1  controller  pawl .40 

2  finger  boards  for  reverse  controller 1  .  50 

1  package  bicarbonate  of  soda .25 

1  automatic  circuit  breaker .3  .  75 

211  lb.  plate  iron 6.33 

6  ft.  ^  in.  square  steel 1  ,00 

6  empty  barrels 1  .  50 

270  lb.  whiting 2  .  95 

1  I  in.  X  14  in.  x  4  ft.  marble  slab 4  .  20 

3  G.  E.  No.  1200  motor  suspension  bars l.S.  75 

40  lb.  wrought  iron 1  .  20 

2  track  chairs .  30 

10  G.  E.  — K21  controllers (iOO  .  00 

4  McGuire  N.  P.  7  journal  boxes 19  .  60 

1  McGuire  D.  26  motor  journal  cap .35 

1  5  leaf  diamond  spring 6  .  00 

1  4  leaf  elliptical  spring 3.75 

1  wood  pulley 2  .  00 

17  3  x  4  X  36  in.  cross  arms 2  .  04 

1  wood  and  steel  gear  casing 15. 00 

1  12  in.  Worthington  pump,  piston 3 .  S5 

35  ft.  2h  in.  hose  and  couplings 15.45 

8  rolls  building  tar  paper .S.OO 

6  covers  for  gear  casing 1  S  .  50 

5  sacks  Portland  cement 3  .  60 

9  G.  E.  No.  1200  split  driving  gear 20. 00 

48  wooden  frames  for  gear  casing '. 36.00 

3  Thompson  recording  watt  meters 1  17.00 

6  rheostats  for  10  h.  p.  motor 23.00 

3  lightning  arresters 5  .  ()3 

12  heater  coils  3  x  12  in.  long 12  00 

1  5  gal.  oil  can 1" 


192 


VALUATION      THE   SOUTHERN   STREET  RAILWAY. 


(Juaiilit, 

i;! 
(> 

100 
70 
2S 
25 

:56 

104 
365  i 
72" 

1200 

1100 


100 

1 
78 
21 
21 

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72 


Supplies  in  Store  Room— Continued. 

Prfswit 

Oc".scri|)ti()n.  Value. 

wood  coal  hoxt's S  17.60 

ft.  2  in.  ho.sc 1  .80 

11).  .soft  soap 5 .  50 

.s(i.  ft.  floor  mattinp;  for  cars 4.66 

ft.  3  . 4  in.  steel  chain 8 .  57 

gal.  pine  tar 4 .  75 

1x5  in.  machine  bolts 2.25 

panes  glass,  assorted  sizes 21 .  26 

lb.  fender  iron 10 .  93 

No.  114  sprocket  links 6.16 

ft.  5/16  in.  wire  cable 8.40 

ft.  I  span  wire  cable 6  .05 

ft.  3  X  3  X  ^  in.  tee  iron 3  .26 

wire  gate,  7  ft.  x  29  in 6  .  00 

bundles  rattan 120.00 

ft.  moulding 1 . 90 

trolley  cross  over 2  .  50 

lb.  spike ]  .57 

lb.  babbitt 3 .  78 

lb.  wrought  iron .64 

lb.  finishing  nails .10 

lb.  brass  pipe 2  .  60 

bbl.  caustic  soda 13.00 

7  ft.  iron  hook . .14 

lb.  I  X  3^  in.  track  bolts ■.  . 25. 10 

package  electrotypes 40 .  00 

fender  hangers 2  .  50 

heater  coils 10  .  00 

brass  head  light  reflectors , 1 .  50 

10  in.  iron  gong 1 .  90 

commutator  clamps  for  air  motor 2  .00 

ft.  galvanized  cable .33 

lb.  bar  iron .54 

3  ampere  600  volt  snap  switch .90 

Westinghouse  brass  joui'nal  boxes 11 .50 

G.  E.  No.  1200  motor  pinion 1  .25 

barn  trolley  hangers 6 .  50 

Buffalo  Forge  Co.,  blower,  12  in.  outlet 15.00 

trolley  base  spring .25 

f  X  4  in.  machine  bolts .21 

G.  E. — K2  controller  magnets 33.80 

G.  E.  No.  1200  field  coils ' 100.00 

G.  E.  No.  57  field  coils 67 .  00 

trolley  wheels 7  .  00 

lb.  friction  tape 1 .  60 

carbon  brushes 1  .  75 

brush  holder  springs .50 

lb.  split  washers  .^ -SO 

lb.  cotter  pins .58 

ft.  -i  in.  bell  cord .20 

straight  line  ears .85 

f  X  3  in.  machine  bolts .37 

kegs  track  bolts 52.20 

ton  blacksmith  coal 4.50 

i  in.  cut  washers  .  .' .15 

1  in.  cut  washers -60 

1^  in.  spring  washers 1  .  15 

li  in.  lock  nuts 2.00 

h  X  3  in.  machine  bolts 1  .  40 

i  X  4  in.  machine  bolts 1 .40 


TOOLS,   SUPPLIES,   FURNITURE   AND   WAGONS.  193 


Supplies  in  Store  Room — Continued, 

,,        ,-,                                                               ...  Present 

iJiKuitity.                                      •                        Oc.scnijtioii.  Value. 

71      \  X  ()  in.  machine  bolts .$  1  .  (JO 

44  ^  X  7.J  in.  machine  bolts 1  .  lo 

42     t  X  4  in.  machine  bolts 1  . 1  o 

68     f  X  4i  in.  machine  bolts 2  .  00 

73     ^  X  7  in.  machine  bolts 2 .  65 

7     f  X  2^  in.  machine  bolts 0  .  2.5 

•54     ^  X  3^  in.  machine  bolts 1  .  95 

17      f  X  4  in.  machine  bolts (;5 

61      f  X  4^  in.  machine  bolts 2  .  45 

91      I  X  3  in.  machine  bolts 4  .  50 

36      I  X  3^  in.  machine  bolts 2  .  50 

30     I  X  4  in.  machine  bolts 1  .  (jq 

57      I  X  4^  in.  machine  bolts 3  .  25 

328     ^  X  2^  in.  carriage  bolts 5 .  25 

50     ^  X  6  in.  carriage  bolts 1.10 

49  lb.  rivets 1  .  45 

1  74     lb.  hexagon  nuts 8.20 

()4      1  in.  lock  nuts 1  .  SO 

35      i  in.  square  nuts fj-j 

66      1  in.  hexag&n  nuts 1  ..50 

45  I  in.  special  brake  rod  nuts .72 

1      lb.  cast  iron  washers .05 

7      1  V  in.  hexagon  nuts .  -jO 

28     glass  insulators 1  .  70 

50  strain  insulators 7  .  00 

3      controller  arc  reflectors 12  .  75 

A   gal.  insulating  compound .75 

1      gal.  shellac 1 .  25 

Total  present  value $4,026  .  17 

Total  cost  new $4,026   17 

SUPPLIES  AND  FURNITURE  IN  TWENTY-SECOND  ST.  OFFICE. 

Present 

(.iuantit.v.                                                          Description.                      _  Value. 

1  Remington  typewriter  and  desk ' $  85.00 

2  wire  waste  baskets .50 

1      universal  filing  cabinet 20.00 

1  roll  top  desk 20  .  00 

6      office  chairs 15.00 

4     revolving  office  chairs .  15.00 

2  roll  top  desks .",5.00 

1      gas  stove 5  .  50 

1      filing  cabinet,  5  drawers 30,00 

I      rough  cabinet 10, 00 

1  book  case 30  .  00 

2  No.  15  stoves SO  .  75 

22     joints  stove  pipe 2.00 

4  stove  pipe  elbows .40 

2      roll  top  desks 35  .  00 

1      counting  hou.se  tlesk 10  .00 

5  stools 6  .  00 

10      ft.  office  rail  fence 30  .  00 

1      Hall  .steel  safe .  .  40  .  00 

1      small  table .  2.00 

9      car  .seats 10  .  00 

1      register  rack ; 4 .  20 

8     cuspidors 1  .  60 

1      table .85 

1      24  in.  self-wintling  clock 26.00 

1      cashier's  desk  front 10.00 


194  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

Supplies  and  Furniture  in  Twenty-second  St.  Office     Continued. 

Present 

(2u.iiilit\-.                                                                 1)(>(  riljUjii.  \aluf'. 

t)0     letter  files -.. .j'J  .00 

H     card  indexes ;> .  00 

:^0     filing  boxes 2(i .  00 

67.5     s(i.  ft.  shelving; 2!) .  .")0 

1      cupboard 10. 00 

1      bench ;!.00 

1)00     train  sheets 20  . 2.5 

1000     time  sheets 14.00 

4S()0     cur  reports 7  .20 

4100     trip  sheets IS. 4.5 

1000     time  sheets 9.50 

500     applicat  ion  blanks 7  .  50 

1  lb.  office  pins .50 

ofiOO     fiummed  coin  wrappers .'i.24 

1000      ()2  ride  tickets 9.00 

■im      rule  books .  S .  00 

900     accident  reports '.  .  9  .  90 

2500      receipt  blanks '.  .  .'  5.00 

SoSOOO      transfers 1  :;S .  S.S 

miscellaneous  supplies 25.00 

400     rin;^  paper  clips .50 

2  boxes  No.  1  paper  clips .15 

1      quart  Sanford's  commercial  ink .50 

1      pint  Stafford's  carmine  ink .30 

100     globe  legal  envelopes 2.00 

10     lb.  scratch  paper .50 

1000     XX  white  envelopes 9.00 

Total  present  value $  937 .  67 

Total  cost  new $1,126.47 

WAGONS,  HORSES,  AND  HARNESS. 

Present 

Quantity.                                                          Dtsciiptiju.  Value. 

■  5     horses S  SOO  .  00 

2.    supplv  wagons 475 .  00 

1  runabout * •. 25 .  00 

2  buggies 15.00 

1  wagon  running  gear 15.00 

2  wagon  wheels 10  .  00 

1  tower  wagon,  complete ■ 350.00 

2  double  sets,  harnesses 100  .  00 

2     single  sets  harnesses 50.00 

2  double  sets  fly  nets 4  .00 

1      single  fly  net 2  .  00 

5     horse  blankets 10  .00 

3  strap  halters 3.75 

1      hors^  collar 2.50 

3     horse  weights 2.25 

1  12  tine  fork 1  .  50 

2  ciu-ry  combs - 70 

W     horse  brushes 75 

1      pitch  fork .50 

7     hay  racks 3.50 

3  wrenches -90 

10     ft.  \  in.  chain -GO 

30     bushels  oats 13.61 

3     tons  hay 00  .  00 

30     lbs.  bran 1.20 

Total  present  value $1,947,76 

Total  cost  new $2,610  35 


TOOLS,   SUPPLIES,   FURNITURE   AND   WAGONS.  195 


SCRAP   MATERIALS. 
In  Power  House. 

Present 

Quantity.                                                         Jjcs<  ription.  Value. 

1      15  in.  X  IS  in.  Sterne  .simple  high  speed  engine  di.smantled, 

23,000  lb $  13S .  00 

1      6  in.  X  4  in.  X  8  in.  duplex  steam  pump,  750  lb 4 .  50 

1      6  in.  X  4  in.  X  6  in.  duplex  steam  pump,  640  lb 3.S4 

1      10  in.  X  6  in.  X  8  in.  single  steam  pump,  1500  lb 9.00 

1      .'H  in.  X  2k  in.  x  4  in.  single  steam  pump,  400  lb 2.40 

6     ft.  20  lb.  rail r,() 

40     ft.  2  X  10  pine .20 

56     lb.  scrap  bolts .30 

18     lb.  scrap  brass 1  .44 

16     lb.  scrap  brass  center  oilers 1  .28 

20     lb.  scrap  brass  valve  seats 1  .60 

412     lb.  cast  iron  fittings 2  .05 

400     lb.  cast  iron  boiler  parts 2  .00 

275     lb.  wrought  iron 1  .  38 

575     lb.  scrap  rail 2  .  88 

42     ft.  80  lb.  rail 5 . 60 

300     lb.  scrap  pipe  and  fittings 1  .50 

250     lb.  cast  iron  commutator  frames _ 1 .25 

125     lb.  steel  valve  stems ' .60 

50     lb.  miscellaneous  iron  scrap .25 

In  Machine  Shop. 

40     lb.  scrap  cast  iron .24 

60     lb.  scrap  wrought  iron .  3() 

15     lb.  scrap  brass 1  .20 

800     lb.  brake  shoes 4  .  SO 

40     lb.  pinions .24 

50     lb.  cast  iron  journals .  HO 

50     lb.  brass  journals 4  .  00 

In  Car  Barn  and  Yard. 

60     lb.  machinery  steel .  36 

40     lb.  wrought  iron .24 

400     lb.  sheet  steel 2  .  40 

750     lb.  iron  on  one  old  car  bottom 4.50 

1100     lb.  okl  motor  frame  boring  machine ^ 6.60 

1      axle,  270  1b 1  .  62 

1      G.  E.  No.  1200  driving  gear,  200  lb 1  .20 

175     lb.  steel  drum 1  .05 

1 12     lb.  rail  bender .67 

150     lb.  snow  plow  blade .90 

600     lb.  wrought  iron  parts  for  car  frames 3.60 

150     lb.  iron  trough •.  ,  .  90 

250     lb.  stoves 1  .  50 

400     lb.  old  car  body  wrought  iron 2.40 

4000     lb.  Rae  motor  truck  . 24  .00 

3550     lb.  miscellaneous  cast  and  wrought  iron  scrap 21  .30 

1100     lb.  miscellaneous  steel 9.00 

Total  present  value $  273  .  95 

Total  cost  new $3,000  00 


EXHIBIT  IX. 
PAVING. 


PAVING.  190 


EXHIBIT  IX. 
PAVING. 

Summary. 

Cost  New.  Present  Value. 

Granite  Block S103,268.88  $93,826.75 

Cedar  block 38,341 .38  16,201 .92 

Brick;  6-row  granite;  1  ft.  strip  asphalt.  .  .  33,848.98  26,927.86 

Brick;  2-row  granite;  1  ft.  strip  asphalt.  .  .  29.339.75  20,851.72 

Granite;  2-rows  cedar 7,726.84  7,340.50 

3  in.  oak  boards 1,489.13  1,098.61 

Creosoted  blocks 387 .  20  329 .  12 

Brick;  6-rows  granite 2,864.40  2,578.00 

4  in.  planks  on  edge 1,066.45  801.36 

Brick 1,156.21  987.97 


Total $219,489.22   $170,943.81 

CLASSES   OF   PAVING. 
Recapitulation. 

Miles  of  Number  of  Cost  New    . 

Class.  Double  Track.  Square  Yards.  Per  Yard. 

Granite  block 2.889  26,078  $3.60  plus  10%* 

Cedar  block 2.653  24,897  1 .40  plus  10% 

Brick;  6-ro^v  granite 

1  ft.  strip  asphalt 1 .238  11,612  2.65  plu.-^  10% 

Brick;  2-row  granite 

1  ft.  strip  asphalt 1  .  139  10,669  2.50  i)Ius  10% 

Granite;  2-rows  cedar 993  2,066  3.40  plus  10%, 

3  in.  oak  boards 152  1,425  .95  i)lus  10%o 

Creosoted  blocks 009  88  4.00  plus  10%o 

Brick;  6-rows  granite 099  930  2.80  plus  10%, 

4  in.  planks  on  edge 030  277  3.50  i)lus  10%, 

Brick 048  457  2  .  30  i)lus  10%, 

Total 78,499 

*Tlie  10'  (  added  to  t  lie  unit  cost  is  for  organization,  engineering,  etc. 


200 


VALUATION— THE   SOUTHERN   STREET  RAILWAY. 


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EXHIBIT  X. 


INTANGIBLE  VALUES. 


METHOD  No.  1. 


INTANGIBLE  VALUES.  207 


CLAIMS  OF  THE  CITY. 

Expiration  of  Franchises. 

street.  Franchise  Expires. 

Twenty-second  St.: 

Fortieth  St.  to  (ifove  St February  S.  \\)()2. 

Lawndale  Ave.: 

Thirty-first  St.  to  Twenty-fifth  St Februai'y  S.  1!)12. 

Twenty-fifth  St.: 

L:i\vn(l;ile  Ave.  to  Rockwell  St Fel)riuiry  8,  \\)\'2. 

Rockwell  St.: 

Twenty-fifth  St.  to  Twenty-second  St.  .Fel)i'uary  <S,  1912. 

Kedzie  Ave.: 

Thirty-first  St.  to  Twenty-second  St..  .  .Fel)ru:iry  S.  1<)12. 

Throop  St.: 

.Archer  Ave.  to  Twenty-fir.;t  St February  4,  1915. 

Ashland  Ave.: 

Archer  Ave.  to  Twenty-seconil  St July  27.  19 Hi. 

Leased  from  Chicago  City  Railway  Company. 

street.  liiKuts  lv\ii  re. 

Twenty-second  St.: 

drove  St.  to  Wabash  Ave .February  2,  1912. 

Morgan  and  Throop  Sts.: 

Thirtv-ninth  St.  to  Archer  Ave Februai'V  4.  1915. 


•JOS  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


DETERMINATION  OF  FRANCHISE  VALUES. 

Tlie  general  method  lu-ed  in  detennining  the  values  of  franchises 
it^  as  follows: 

The  numlier  of  car  miles  run  over  the  track  covered  by  a  given 
franchise,  as  well  as  the  gross  receipts  for  the  year  ending  December 
81,  1907,  were  obtained  from  data  furnished  by  the  Railway  Com- 
pany. 

The  net  receipts  were  obtained  by  multijjjying  the  gross  receipts 
l)y   .29,  as  liereinafter  explained. 

The  present  value  of  the  physical  ))roperties,  as  determined  in  a 
previous  exhibit,  is  the  ])rincipal  su])ported  at  o^c  per  annum  from 
the  net  earnings. 

The  present  value  of  the  interest  required  to  suppoi't  the  above 
principal  for  the  full  time  of  the  franchise  was  found  by  affecting 
the  interest  on  the  principal  for  one  year,  by  a  factor  which  repre- 
sents the  present  value,  as  of  August  1,  1908,  of  the  money  due  at 
the  specifietl  future  times. 

The  present  value  of  the  net  earnings  for  the  full  time  of  the 
franchise  was  found  by  affecting  the  average  net  earnings  for  the 
year  1907,  by  a  factor  which  represents  the  ratio  between  the  net 
earnings  accrued  from  the  assumed  S^^  annual  rate  of  increase  of 
population,  and  a  factor  representing  the  present  values,  as  of 
August  1,  1908,  of  the  money  received  year  by  year. 

The  difference  between  the  present  value  of  the  net  earnings  for 
for  the  full  time  of  the  franchise  and  the  present  value  of  the  interest 
required  to  support  the  principal  for  the  full  time  of  the  franchise 
will  give  the  present  value  of  the  franchise  as  of  August  1,  1908. 

Only  such  franchises  as  have  been  operated  and  show  earnings 
reported  for  them  by  the  Railway  Company  for  the  year  1907  are 
includetl  in  the  final  valuation  of  franchises. 

The  following  tabulation  and  its  accompanying  explanation 
shows  in  detail  the  methods  used  and  the  results  obtained: 


I 


FRAMCHISE  VALUES. 


22nd  Street Fortieth  Ave. . 

Lawndale  Ave 31st  Street. . . 

2.5th  St Lawndale  Ave 

(b)    Kedzie  Ave .'list  .Street 

(b)    Kedzie  Ave 25th  Street 

Throop  St Archer  Ave 

(b)    Ashland  Ave Archer  Ave 

(a)    22nd  St Grove  St.  . 

(a)    Morgan  &  Throop  Sts.  .39th  St.  .  . 


.Grove  St 2- -8-12 

.26th  St 2-  8-12 

.Kedzie  Ave 2-  8-12 

.25th  St 2-  8-12 

.22nd  St 2-  8-12 

.2l3t  St 2-  4-15 

.22nd  St 7-2T-16 

.Wabash  Ave 2-  N-I2 

.Archer  Ave 2-  4-1.5 


1..3099 
1.258 
1  004 

.7507 
1.4375 
2.0185 
1.406 


666.15S 
32.160 
30,897 


13,310.! 
3,310.! 
3,310.! 


.66     5159,664.10 


.07(x) 
.07(x) 


Lines  leased  from  Chicago  City  Railway  Co. 
Contract  to  jointly  operate  with  Chicago  City 


~i- 

ISfa- 

113 

-.3 

s 

-r  Ja  ■ 

ih 

|.mp 

.s|J. 

^m 

P3 

-i 

i^ 

l!|. 

1 

m 

lllii 

JS2 

1=3 

!f 

|- 

iWi 

liii 

$0.22805 

$140,635.49 

8309,209.59 

«lo,464.98 

3  vn 

.  192  days 

S10S,.520.00 

8JS.0fi3..'1.5 

S  .50..557.64 

0.22805 

",.336.07 

.30,083.02 

1,549.15 

3  vr 

.  192  days 

16,072.70 

4.!I(M.74 

11.167,06 

0.22S05 

7.045.99 

20,775.98 

1,488.80 

3  vr 

.  192  dayu 

1.5,436.04 

4.713,60 

10.722.44 

LSI  25. 11 

006.26 

3  vr 

.  102  days 

6,406.88 

2..S0!1 . 2!l 

3,.537..59 

0.22805 

4.206.34 

17.7.58.46 

887.92 

3vr 

.  102  days 

0.209 .  22 

2.SII.22 

6.3!)S.OO 

0.22S05 

9,397.62 

.iS.S'lS .  22 

1,767.41 

6vr 

.  188  days 

32,614.73 

9,633.09 

22,981 .64 

36,439.02 

1,821.95 

y  vr 

.  361  days 

20,233.28 

11,816.25 

17,417.03 

0.22805 

23,7S7.S9 

2.3,787.89 

1.189. .39 

3vr 

.  192  days 

10,879.65 

3,765.71 

7,113.94 

0.22805 

18,634.01 

1.8,634.01 

931.70 

Byr 
T 

.  188  days 
tal 

40,778.73 

5,078.13 

35,700.60 
..$174,696.84 

INTANGIBLE  VALUES.  209 


EXPLANATION  OF  TABLE  OF  FRANCHISE  VALUES. 

Column  1  gives  the  name  of  the  street  which  is  covered  by  the 
franchise. 

Columns  2  and  3  give  the  limits  of  the  franchise. 

Column  4  gives  the  date  of  expiration  of  the  franchise. 

Column  5  gives  the  number  of  miles  of  single  track  on  street. 

Column  6  gives  the  total  car  miles  run  over  the  track  named  for 
the  year  1907.  The  detail  car  mileage  over  the  various  routes  for 
the  year  1907  was  furnished  by  the  Southern  Street  Railway  Com- 
pany. 

Column  7  gives  the  average  net  earnings  per  single  track  mile 
for  the  year  1907,  and  was  determined  by  dividing  the  net  earnings 
by  the  miles  of  single  track  operated.  The  following  conclusions  were 
made  relative  to  the  earning  of  the  railway  for  the  year  1907.  Ap- 
proximately 37%  of  the  gross  earnings  for  the  year  1907  was  con- 
sidered as  the  gross  net  earnings,  that  is,  after  the  operating  ex- 
penses of  the  road  were  deducted.  Eight  (8%)  per  cent,  of  the 
above  gross  net  earnings  was  considered  as  necessary  for  renewals, 
leaving  a  balance  of  29%  to  be  considered  as  the  net  earnings. 

The  following  indicates  the  method  used  in  obtaining  the  average 
net  earnings  per  single  track  mile: 

Gross  earnings $204,464 .  53 

Operating  expenses 128,548 .  35 

Gross  net  earnings %  75,916  .  18 

75,916.18  ^^^ 

204  464  53 —     ^       ^  approx.  =  gross  net  earnings. 

Renewals  8% 

Net  earnings  29% 

.29x1204,464.53  =  $59,294.70 

Miles  single  track  operated 17.86 

Average  net  earnings  per  single  track  mile  for  the 

year  1907      =       59;2M.70  ^  $3,319.97 

17.86 
Column  8  gives  the  net  earnings  for  the  year  1907  for  the  number 
of  miles  of  single  track  indicated  in  Column  5.  Tlie  rental  pad  out 
and  rental  received  in  accordance  with  contract  effective  January 
1,  1907,  between  the  Chicago  City  Railway  Company  and  the  South- 
ern Street  Railway  Company  appears  in  this  column  as  affecting 
the  net  earnings  for  the  portion  of  track  considered. 

Column  9  gives  the  average  value  per  single  track  mile  of  the 
physical  property  on  street  only  that  must  be  supported  from 
earnings,  and  was  determined  as  follows: 


210  VALUATION      THE   SOUTHERN   STREET  RAILWAY. 


Plus  10% 
Value.  For  Incidentals,  etc.        Miles. 

Track S237,240.22 

Electric  Power  Distribution.       85,585.12 

$272,825.34  S300,107.87  16.6231 
Avornco  vahio  per  mile  of  single  track  construction      =      Si 8, 053. 66 

Column  10  gives  the  value  of  the  physical  property  on  the  street 
only,  and  was  determined  by  multiplying  the  miles  of  single  track 
indicated  in  Column  5  by  the  average  value  of  physical  property  per 
mile  constant  indicated  in  Column  9. 

Column  11  gives  the  average  value  per  car  mile  of  the  physical 
projKMty  other  than  street  construction  that  must  be  supported 
from  earnings,  and  was  determined  as  follows: 

Plus  10%  for 

Orfcanization,  Total  Car 

Value.  IncidcntaLs,  etc.  Miles. 

Track  and  electric  power  dis- 
tribution in  car  learns  and 

yards $  8,286.93 

Rolling  stock 41,017.58 

Power  plant  equipment 47,862.78 

Tools  and  machinerv 2,127. 11 

Buildings " 40,136.80 

Real  estate 37,522.00 

Tools,  supplies,  furniture  and 

wagons 23.086.26 

$200,039.46  $220,043.41  96.3900 
Average  value  per  car  mile  constant  =  $0.22805 

Column  12  gives  the  value  of  physical  property,  other  than  street 
construction,  that  must  be  supported  from  earnings.  These 
amounts  are  determined  by  mulitplying  the  car  miles  indicated  in 
Column  6  by  the  average  value  per  car  mile  indicated  in  Column  11. 

Column  13  gives  the  total  amount  for  physical  property  that 
must  be  supported  from  earnings,  and  is  the  sum  of  items  in  Column 
10  and  Column  12. 

Column  14  gives  one  year's  interest  at  59c  on  the  amounts 
in  Column  13. 

Column  15  gives  the  duration  of  franchises  after  August  1,  1908. 

Column  16  gives  the  present  value  of  the  probable  net  earnings 
for  the  number  of  years  and  fractions  that  the  franchises  have  to 
run  after  August  1,  1908.  These  amounts  are  found  by  affecting 
the  net  earnings  for  the  year  1907  by  a  factor  representing  the  ratio 
between  the  net  earnings  accrued  from  an  assumed  5^^  annual  rate 
of  increase  in  population,  year  by  year,  and  a  factor  representing 
the  present  values  of  the  money  received  year  by  year. 

The  accompanying  tabulation  indicates  the  constants  used  in 
computing  the  probable  net  earnings.  These  constants  are  shown 
for  each  year,  and  the  necessary  fraction  of  a  year  from  August  1, 
1908,  to  the  termination  of  the  latest  franchise  claimed. 


INTANGIBLE   VALUES. 


211 


ffi 


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212  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 


EXPLANATION  OF 
TABLE  OF  CONSTANTS  FOR  COMPUTING  PROBABLE  NET 

EARNINGS. 

Column  "A"  ,iiiv(\-,  tlio  tinio  measured  trotii  Auj2;iist  1,  l!)()8. 

Column  "B"  iilvc^s  the  ratio  between  the  average  net  earnings 
for  the  year  H)()7  and  the  net  earnings  accrued  at  the  end  of  the 
time  indicated  opposite  the  figure  considered,  with  an  assumption 
that  the  popuhition  increases  at  the  rate  of  5%  annually.  These  . 
quantities  have  been  detei'mined  by  compounding  the  assumed 
coustant  jate  of  increase  for  tlie  length  of  time  considered. 

Column  "C"  gives  the  present  value  of  SI  .00  duo  in  th(>  f\itui-e, 
the  length  of  time  indicated  in  Column  .\. 

Column  "D"  gives  the  product  of  the  corresponding  factors  in 
Columns  H  and  C  for  the  whole  number  of  years  indicated  in  Column 
A,  and  represents  the  ratio  betw^een  the  net  earnings  for  the  year 
1907,  and  the  present  value  of  the  probable  net  earnings  for  the  one 
year  ending  in  the  future,  the  time  indicated  in  Column  A. 

Column  "E"  gives  the  product  of  the  corres))onding  factors  in 
Cohinins  H  and  C  for  the  odd  number  of  days  indicated  in  Column  A, 
and  represents  a  similar  ratio  as  values  given  in  Column  D. 

Coluirn  "F"  gives  the  odd  numlier  of  days  in  Column  A  ex- 
pressed in  decimals  of  a  year. 

Column  "G"  gives  the  product  of  the  corresponding  values  in 
Columns  E  and  F,  and  represents  the  ratio  between  the  net  earnings 
for  the  year  1907,  and  the  present  value  of  the  probable  net  earnings 
f(n'  the  number  of  days  indicated  in  Column  A,  ending  in  the  future 
at  the  time  indicated  in  Column  A. 

Column  "H"  gives  the  summation  of  the  factors  indicated  in 
Column  (!,  and  the  corresponding  and  previous  factors  for  the  whole 
number  of  yt^ars  indicated  in  Column  D.  This  latter  factor  repre- 
sents the  ratio  between  the  net  earnings  for  the  year  1907,  and  the 
present  values  of  the  probable  net  earnings  that  accumulate  within 
the  time  indicated  in  Column  A. 

Column  17  gives  the  present  values  of  the  interest  on  capital 
that  must  be  supported  for  the  number  of  years  and  fractions  shown 
in  Column  15.  In  order  to  readily  compute  the  intei-est  on  the 
capital,  certain  constants  have  Ijeen  determined  as  shown  in  the 
accompanying  table. 


INTANGIBLE  VALUES.  213 


TABLE  OF  CONSTANTS. 

For  Computing  the  Present  Value  of   Money  Due  at  Specified 
Times  in  the  Future. 


rohiinn  M.  Column  N.        ('oliuiiii  O. 


Coluiiin   V. 
Suiniiiat  ion. 


1  year 9524  • 

2  vears 9()7()  

3  vears.  .  .  .• S68<)  

192  (lays .44278  A .  16608 

4  years 8227  

248  days .  54062  4  .  08662 

5  vears 7835  

6  vears 7462  

188  days .37470  5 .45040 

7 .    vears 71 07  

361    Ilavs .6001  6  .4855 


214  VALUATION     THE   SOUTHERN   STREET  RAILWAY. 


EXPLANATION  OF 

TABLE  OF    CONSTANTS    FOR    COMPUTING  THE    PRESENT 

VALUE  OF  MONEY  DUE  AT  SPECIFIED  TIMES 

IN  THE  FUTURE. 

These  constants  are  indicated  for  each  year  and  the  necessary 
fraction  of  a  year  from  August  1,  1908.  to  the  termination  of  the 
latest  franchise  claimed. 

Column  "M"  gives  the  time  measured  from  August  1.  1908. 

Column  "N"  gives  the  present  value  of  $1.00  per  annum  due  at 
the  end  of  the  year  indicated  in  Column  M. 

Column  "0"  gives  the  present  value  of  that  proportion  of  $1.00 
per  annum  that  the  ratio  of  the  days  in  Column  M  bears  to  one  year 
duo  in  the  future,  the  time  indicated  in  Column  M. 

Column  "P"  gives  the  summation  of  the  factor  indicated  in 
Column  0,  and  the  corresponding  and  previous  factors  for  the  whole 
number  of  years  indicated  in  Column  N.  This  factor  represents 
the  present  value  of  $1.00  per  annum  payable  at  the  end  of  each 
year  for  the  whole  number  of  years  and  clays  indicated  in  Column  M. 

Column  18  gives  the  total  present  values  of  franchises  for  time 
between  August  1,  1908",  and  their  expiration,  and  is  the  difference 
between  the  items  in  Columns  16  and  17. 


EXHIBIT  X. 


INTANGIBLE  VALUES. 


METHOD  No.  2. 


INTANGIBLE  VALUES.  219 


CLAIMS  OF  THE  CITY. 

Expiration  of  Franchises. 

Franchise 
Street.  Expires. 

Twenty-second  St.: 

Fortieth  St.  to  Grove  St February  S,  1912. 

Lawndale  Ave.: 

Thirty-first  St.  to  Twenty-fifth  St February  S.  1<)12. 

Twenty-fifth  St.: 

Lawndale  Ave.  to  Rockwell  St February  8.  1912. 

Rockwell  St. : 

Twenty-fifth  St.  to  Twenty-second  St. .  .February  8,  1912. 

Kedzie  Ave.: 

Thirty-first  St.  to  Twenty-second  St..  .  .February  8.  1912. 

Throop  St.: 

Archer  Ave.  to  Twenty-first  St February  4,  1915. 

Ashland  Ave. : 

Archer  Ave.  to  Twentv-second  St Julv  2/.  1916. 


Leased  from  Chicago  City  Railway  Company. 

Street.  Rights  Expire. 

Twenty-second  St.: 

Grove  St.  to  Wabash  Ave Feluauiry  2.  1912. 

Morgan  and  Throop  Sts.: 

Thirtv-ninth  St.  to  Archer  Ave February  4,  1915. 


•_'•_'()  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

DETERMINATION  OF  FRANCHISE  VALUES. 

As  the  ])i-('S(Mit  coiidilidii  of  the  ro.-idway  and  ('(iiiipiiifnt  on  tlur 
SoutlKM'ii  Street  Kuilvvay  is  iiiud('(|uat('  for  opcrat in<^  on  u  payinfi; 
l)jisis,  the  ("oininission  realizes  that  in  oi(h'i'  to  a<:ain  restore  the 
road  to  a  payinj^  basis,  a  portion  of  tlie  line  will  have  to  be  rehabil- 
itated as  well  as  new  equipment  installed.  After  these  improve- 
ments are  made,  it  is  contended  that  the  Southei'n  Street  liailway 
will  eompai'e  favorably  witli  its  adjoininji  lines  operated  by  the 
Chicago  City  Railway  Co. 

With  the  above  facts  in  view,  tiie  Conuuission  concluded  that  the 
following  premises  should  be  used  for  figuring  the  intangible  values 
of  the  Southern  Street  Railway  Co.: 

That  the  sum  of  the  gross  earnings  of  the  Chicago  City  Railway 
Co.,  for  the  year  1907,  and  the  gross  eai-nings  of  the  Southern  Street 
Railway  Co.,  for  the  year  1907,  be  divided  by  the  sum  of  the  total 
miles  operated  by  the  Chicago  City  liailway  Co.,  and  the  total  miles 
opei'ated  by  the  Southern  Street  Railway  Co..  and  the  resulting 
average  gross  earnings  per  mile  for  the  year  1907  be  used  as  the 
basis  for  figuring  intangible  values. 

The  net  earnings  per  mile  are  to- be  obtained  by  multiplying  the 
gross  earnings  per  mile  by  a  factor  of  30%. 

The  present  value  of  the  net  earnings  for  the  full  time  of  the 
franchise  will  be  found  by  affecting  the  average  net  earnings  for 
the  year  1907  by  a  factor  which  represents  the  ratio  between  the 
net  earnings,  accrued  from  the  assumed  5',v  annual  rate  of  increase 
of  population,  and  a  factor  representing  the  present  values,  as  of 
August  1,  1908,  of  the  money  received  year  by  year. 

During  the  rehabilitation  period,  which  is  for  two  years,  the  net 
earnings  per  mile  shall  not  be  taken  as  stated  above,  but  the  net 
earnings  per  mile  for  the  first  yfear  of  the  rehabilitation  period  shall 
be  taken  at  509c  of  the  average  net  earnings  per  mile,  and  for  the 
second  year  of  the  rehabilitation  period  75%  of  tlie  average  net 
earnings  per  mile  shall  be  used,  and  for  the  third  year,  and  there- 
after to  the  end  of  the  franchise,  the  full  average  net  earnings  per 
mile,  as  indicated  above,  shall  be  used. 

The  present  value  of  the  physical  properties,  as  determined  in  a 
previous  exhibit,  and  an  amount  representing  the  cost  of  rehabilita- 
tion of  the  road,  occupying  a  period  of  about  two  years,  make  up 
the  principal  that  is  necessary  to  be  supported  from  the  net  earnings. 
This  principal  is  supported  at  5%  per  annum  from  the  net  earnings. 

The  present  value  of  the  interest  required  to  support  the  above 
principal  for  the  full  time  of  the  franchise  will  be  found  l)y  affecting 
the  interest  on  the  principal  for  one  year  at  5%  by  a  factor  which 
lepresents  the  present  value,  as  of  August  1,  1908,  of  the  money, 
due  at  the  specified  future  times. 

The  difference  between  the  present  value  of  the  net  earnings  for 
the  full  time  of  the  franchise  and  the  present  value  of  the  interest 
required  to  support  the  principal  for  the  full  time  of  the  franchise 
will  give  the  present  value  of  the  franchise  as  of  August  1,  1908. 

The  following  tabulation  and  its  accompanying  explanation 
show  in  detail  the  methods  used  and  the  results  oi)tained: 


FRANCHISE   VALUES. 


.  Kedzie  Ave Rockwell  St 

.Twenty-fifth  St..  .Twenty-second  St.. 


Feb.  S.  1912. 

8.8445 

IVI.  .s.  ini2. 

1.3099 

1  .li   .•-,  1912. 

1.0075 

1  .  !■   s.  1912. 

1.258 

1  'ii   s,  1912. 

1.004 

1  ■  1.   ^,  1912. 

.7507 

1  -i.    1,  101.5. 

1.4375 

.iiilx   J7.  1016. 

2.0185 

1  -i.   .s,  1912. 

1.406 

Ill,   4,  1015. 

2 .  So 

April  .1,  1013. 

1.1086 

.^piil  5.  1913. 

..5493 

).303,SSS 

849,667 

6 

$439,381.20 

SO. 17906 

$2.33.478.66 

"'■'■'' 

'''?!'' 

1; 

65.069 .  02 
50.039.67 
62,481.20 
49,865.84 

0.17006 
0 , 1 7000 
0 . 1 7006 
(11 7006 

34,578 .  04 
26,.506.1O 
33,208 . 03 
21.779.13 

1  ln,t,7 

pt  liii: 

(i 

37,286.14 

0.  1701)6 

19,817.11 

21  l.MJ_' 

40.607. 

6 

71,396. ,55 

0.17906 

37,947.47 

244..-.20 

49.667. 

6 

100.253.16 

0.17906 

43,7S6.21 

13,4211.36 

207.-'7s 

0.17906 

37,115,91 

27.102,61 

420.1,-.s 

0.17006 

75,234.0.5 

086      ,•    .  n  •     I 

5403  .(  '^"*  Operated. 


Lines  Leased  to  Chieugo  City  Ruihva 
Leased  from  Chicago  City  Railway. 
«1.038.IJ5  rental  added  in. 


111. 


3,831.79 

4,7!i4.51 

3,,582.25 

,    2,855 . 1 1 

.5,467.20 

I    7,201.97 

,     1,855.79 

3,701,7.5 


II! 


$276,926. 50 

$106,500.57 

$170,424.93 

41.013.61 

.       15,773.09 
12,131.76 

25.240, 52 
12,131    75 

39,388.50 

15,148,14 

24,240.15 

24,061.92 

11,341.60 

13,620   23 

26„524.6S 

9,030.50 

17, ISO   IS 

03,.573.14 

29,798.43 

131,138.65 

46,708.37 

S4,l:i(1.2s 

30.1123 .  72 

.5,875.. 58 

:i:;,ns.  M 

164.3S7  42 

20.503   (14 

14:l.NS4.3i 
$664,117.07 

INTANGIBLE  VALUES.  221 


EXPLANATION  OF  TABLE  OF  FRANCHISE  VALUES. 

Column  1  gives  the  luinie  ui'  the  .street  whieli  i,;  covered  hv  the 
franchise. 

Columns  2  and  3  give  the  limits  of  the  fi-nnchise. 

Column  4  gives  the  date  of  expiration  of  the  franchise. 

Column  5  gives  the  nuinher  of  miles  of  single  ti:ack  on  street. 

Column  6  gives  the  total  car  miles  lain  over  the  track  named  for 
the  yeai'  1907.  The  total  car  mileage  for  the  year  1907  was  furnished 
by  the  Southern  Street  Railway  Company. 

Column  7  gives  the  average  net  earnings  for  a  single  track  mile. 
This  average  net  earning  was  determined  by  dividing  the  combined 
gross  earnings  for  the  year  1907  of  the  Chicago  City  Railway  Com- 
pany and  the  Southern  Street  Railway  Comjjany  by  the  combined 
single  track  mileage  of  the  two  above  companies,  which  i-esult  is 
the  average  gross  earning  per  single  track  mile  for  the  year  1907. 
Thirty  per  cent  (30%)  of  this  result  is  the  average  net  earnings,  and 
is  used  as  the  basis  net  earnings  per  single  track  mile  for  the  year 
1907.  This  determination  is  as  follows: 
Gr'oss  earnings  for  year  1907: 

Chicago  City  Railway  Company S8.21o,196.49 

Southern  Street  Railway  Company 200,237.88 

Combined S8.4 1 5,484  .  37 

Miles  Single  Track  operated: 

Chicago  City  Railway  Compan}' 216  .64 

Southern  Street  Railway  Company 17.86 

Combined 2.84 .  50 

Average  Gross  Earning  per  single  ti'ack  mile  for  year  1907. $85, 886. 71 
Basis  Net  Earning  per  single  track  mile  for  vear   1907 

(30%  of  gross  earnings) ! .'?;i(),7()()  .01 

Column  8  gives  the  net  earnings  for  the  year  1907  for  tlic  nundter 
of  miles  indicated  in  Column  5. 

Column  9  gives  the  probable  net  earnings  of  tlie  Arddaud  Avenue 
and  Kedzie  Avenue  lines  when  they  are  jointly  operated  with  the 
Chicago  City  Railway  Comj)any  in  accordance  witii  the  following 
contract.  A  contract  in  effect  Januai'y  1,  1907,  between  the  Chicago 
City  Railway  Company  and  the  Southern  Street  Railway  Company 
gives  the  Chicago  City  Railway  Company  the  right  to  o|)erate 
jointly  with  the  Sorithern  Street  Railway  Company  a  througli 
route  service  over  the  Ashland  Avenue  and  Kedzie  Avenue 
lines  for  a  period  of  ten  years.  For  thi^;  light  the  Chicago  (  ity 
Railway  Company  pays'  a  monthly  rc-uial  of  $435.00  to  the 
Southei-n  Street  Railway  Company.  In  obtaining  the  probable  net 
earnings  of  these  lines,  it  was  assumed  that  the  Southern  Street 
Railway  Company  operate  jointly  with  an  eight  minut(>  thi-ough 
serviceof theChicago  City  RailwayCompany overthese  line.;,  and  the 
net  receipts  l)e  figured  on  the  bar-is  per  car  mile  a:-  indicated  below: 


•222  VALUATION      THE   SOUTHERN   STREET  RAILWAY. 

Total  Car  Miles  for  year  1907: 

(Miicasi'o  City  ]{ail\vay  Coiiipaiiy '.V4,i)()o,\H)o 

SoutlKMii  St"r(M?t  Railway  ('oiii|")aiiy 964,900 

('onil)iii(Ml :U, 570.865 

Gross  Marniiifis  for  year  1907: 

(Miirago  ('ity  Railway  ('onii)any $S,215,1'.)6  .49 

Southern  Street  Railway  ('oiiii")aiiy 200,237.88 

('oinl)iiie(l $8,415,434.37 

Average  Net  j^arinntj;,^  for  both  i-oads  (30  vy',  of  gro.ss 

earnings) $2,524,630.3  1 

Ayci'aoe  Net  Earnings  per  car  mile s  0.07302 

Total  miles  track  operated  by  both  roads  year  1907.  .  234.5 

Average  car  miles  per  mile  track  operated  year  1907.        147.423.7 
Car  miles  per  year  over  Ashland  Ave.  and  Kedzie  Ave. 

lines.  .  .  .'. 445,588 

Assumed  8   minute  Chicago  Cit}^   Railway  Company 

through  service,  18  hour  day,  over  Ashland  Ave. 

and  Kedzie  Ave.  lines.      Cai-  miles  per  year 148,933 

Car    miles   per   year   over   the    al)ove   lines    after   the 

through  route  service  mileage  is  deducted 2i)6.655 

Net  earnings  for  the  latter  car  mileage S      21,661 .  75 

Net  earnings  for  mile  of  single  track  of  Asliland  Ave. 

and  Kedzie  Ave.  lines 7,166  .83 

Rental  received   from   above  lines  for   mile  of  single 

track '.  .      •      1,383.44 

Combined  earnings   and   rental  for   Kedzie   Ave.   line 

(Thirty-first  St.  to  Twenty-fifth  St) 8,584.47 

Combined  earnings  and  rental  for  Ashland  Ave.  line.  .         17,258.72 
Rental  received  for  Kedzie  Ave.  line  (Twenty-fifth  St. 

to  Twenty-second  St.) 1,038.55 

Column  10  gives  the  net  eai-nings  from  lines  leased  of  the  Chicago 
City  Railway  Company,  namely,  lines  on  Twenty-second  Street. 
Grove  Street  to  Wabash  Avenue,  and  Morgan  and  Throop  Streets. 
Thirty-ninth  Street  to  Archer  Avenue.  For  the  use  of  these  lines, 
the  Southern  Street  Railway  Comi)any  pay  the  Chicago  City  Rail- 
way Company  a  monthly  rental  of  S435.6o.  The  net  earnings  of 
these  lines  was  determined  by  deducting  the  proportional  annual 
rental  to  be  paid,  from  the  net  earnings  as  set  forth  in  Column  8. 

Column  11  gives  the  probable  car  miles  per  year  after  the  periotl 
of  rehabilitation.  These  values  are  determined  by  multiplying  the 
average  combined  car  miles,  per  mile  of  track  as  operated  by  the 
Southern  Street  Railway  Company  and  the  Chicago  City  Railway 
Company,  by  the  miles  of  single  track  indicated  in  Column  5. 

Column  12  gives  the  average  value  per  mile  of  physical  property 
on  street.-;  only,  and  includes  the  cost  of  rehabilitation  on  streets. 
This  constant  is  determined  as  follows: 


INTANGIBLE  VALUES.  223 


Plus  10'  f  for 

Value.  Organization,  Miles. 

Engineerinpc,  etc. 

Tr.ack. .•     .        $287,240.22      $260,964.24 

Electric    Power    Distril)u- 

tion  System 85,585 . 1 2  30, 1 4:-! .  (VA 

Rehabilitation  of  Track. .  .     488,890 .  00 

Rehabilitation  of  Electric 
Power  Distribution  Sys- 
tem  "      86.664.00 


Total $848,379 .  34     $875,661 .87  17 .  6306 

Average  value  per  mile  of  single  track  construction.  .  .  .$49,667.16 

Column  13  giyesthe  yalue  of  physical  property  on  the  streets  only, 
and  is  determined  by  multiplying  the  miles  of  single  track  in  Column 
5  by  the  average  value  of  physical  property  per  mile  in  Column  12. 

Column  14  gives  the  amount  of  investment  per  car  mile  constant, 
including  cost  of  rehabilitation,  on  property  other  than  street  con- 
struction, that  must  be  supported  from  earnings.  This  constant  is 
determined  as  follows: 

Plus  10%   for 
Value.  Orjianization.  Car  Mile.*. 

Engineering,  ete. 

Track  and  Electric  Power 

Distribution  in  car  barns 

and  yards $  8,286  . 93      $     9, 1 15 .62 

Rolling  Stock 41,017.58  45,119.34 

Power  Plant  Equipment .  .  47,862 .  78  52,649 .  06 

Tools  and  Machinery 2,127.11  2,339 .  82 

Buildings " 40,136.80  44,150.48 

Real  Estate 37,522.00  41,274.20 

Tools,  Supplies,  Furnitui'e 

and  Wagons 23,086.26  25,394.89 


Total $200,039  46     $220,043  41     3,147,172 

For  Rehaliilitation: 

Rolling  Stock $292,500.00 

Sub-Stations 21,000.00 

Car  Barns 30,000.00 

$563,543  41 

Average  iii\-estment  per  car  mile  constant $0.  179063 

Column  15  gives  the  amount  of  investment  for  i)i(ipcrty,  other 
than  street  construction  thai  must  be  suppoitcd  from  carniiigs. 
These  amounts  are  determined  by  inuhii)lying  ihc  cai-  iiiih's  in 
Column  1  1  l)y  the  investment  per  mile  constant  in  Cohitnn  II. 

Column  16  gives  the  total  investment  for  physical  j)roperty,  that 
must  l)e  supported  from  earnings  and  is  the  sum  of  items  in  Column 
13   and  Cobiinn    15. 

Column  17  gives  one  year's  interest  at  5','  on  the  ainouiits  in 
Column    16. 


•221  VALUATION      THE   SOUTHERN   STREET   RAILWAY. 

Column  18  ,<!;i\('.   tlic  dui-ation  of  fi'unchiscs  idio.r  Aw^wX  1,  U)()S. 

Column  19  .iiivc.-  I  he  pi'o.-.ent  value  of  the  probable  net  earning.s 
f(ii-  the  miiiibcr  of- ycar;^-  and  fractions  that  the  franchises  haveto 
run  after  Aufiust  1st.  1*)()8.  These  anu)unts  are  found  by  affecting 
the  net  earnings  for  the  year  1907  by  a  factor  representing  the  ratio 
between  the  net  earnings  accrued  from  an  assumed  5%  annual  rate 
of  increase  in  population,  year  by  year,  and  a  factor  representing 
the  i)resent  values  of  the  money  received  year  by  year. 

During  the  rehabilitation  period,  which  is  for  two  years,  the  net 
earnings  for  the  first  year  was  taken  as  50%  of  the  average  net  earn- 
ings, and  for  the  second  year  the  net  earnings  was  taken  as  75%  of 
the  average  net  earnings  and  for  the  third  year  and  thereafter  to 
the  end  of  the  franchise  the  full  average  net  earnings,  as  indicated 
above,  was  used. 

The  following  tabulation  indicates  the  constants  used  in  comput- 
ing the  probable  net  earnings. 

These  constants  are  shown  foi-  each  year  and  the  necessary 
fraction  of  a  year  from  August  1,  1908,  to  the  termination  of  the 
latest  franchise  claimed. 


INTANGIBLE  VALUES. 


~  ■  '  Zt  ' 

~^     ■     ■  -■-     ■ 

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-+        —     ■     -re 


C/3 

E-< 

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C/2 
IZi 

O 
o 

Pm 
O 

(^ 

PQ 
<1 
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bo 
a 

CO 

a> 
!zi 


cO 
O 


bD 


13 


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^ 

■  ^ 

^ 

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■M 

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X   ■ 

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X  rc  1- 

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0  0 

0 

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' — ' 

■ — '  ■ — ■ 

■ — ' 

^  :o  (M  O  t^  X  O  ;o  -r  X  O  iO 
-  L'?  c;  10  (M  oi  Ci  c^i  ^  CO  X  ro 

rcr.  ClXGOOOGOGOt^t^l^O 


o 


^  CT-  •>!  01  C5  L't  10  X  'M  —  X  — ' 
-  t^  l^  CC  t^  »C  t^  t^  ?C  X  —  rc 


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226  VALUATION      THE   SOUTHERN   STREET  RAILWAY. 


EXPLANATION  OF  TABLE  OF  CONSTANTS  FOR  COMPUTING 
PROBABLE  NET  EARNINGS. 

Column  "A"  gives  the  time   inctusurcd  from  August  1,  lOOS. 

Column  "B"  gives  the  ratio  between  the  average  net  earnings 
for  the  year  1907  and  the  net  earnings  acci-ued  at  the  end  of  the 
time  indicated  opjxjsite  the  figure  considered,  with  an  assumption 
that  the  po])uhiti()n  increases  at  the  rate  of  5%  annually.  These 
quantities  have  been  determined  by  compounding  the  assumed  con- 
stant rate  of  increase  for  the  length  of  time  considered,  excej)t  in 
the  case  of  the  first  and  second  years,  where  the  ratio  has  been  re- 
duced on  account  of  the  loss  in  traffic  due  to  rehabilitation.  For 
the  first  year  the  ratio  was  reduced  509f  ;  for  the  second  year  it  was 
reduced  25*;  y . 

Column  "C"  gives  the  present  value  of  $1.00  due  in  the  future 
the  lengtli  of  time  indicated  in  Column  A. 

Column  "D"  gives  the  product  of  the  corresponding  factors  in 
Columns  B  and  C  for  the  whole  number  of  years  indicated  in  Column 
A,  and  represents  the  ratio  between  the  net  earnings  for  the  year 
1907,  and  the  present  value  of  the  probable  net  earnings  for  the  one 
year  ending  in  the  future  the  time  indicated  in  Column  A. 

Column  "E"  gives  the  product  of  the  corresponding  factors  in 
Columns  B  and  C  for  the  odd  number  of  days  indicated  in  Column  A, 
and  represents  a  similar  ratio  as  values  given  in  Column  D. 

'  Column  "F"  gives  the  odd  number  of  days  in  Column  A  ex- 
pressed in  decimals  of  a  year. 

^  Column  "G"  gives  the  product  of  the  corresponding  values  in 
Columns  E  and  F,  and  represents  the  ratio  between  the  net  earnings 
for  the  year  1907  and  the  present  value  of  the  probable  net  earnings 
for  the  number  of  days  indicated  in  Column  A  ending  in  the  future 
at  the  time  indicated  in  Column  A. 

"Column  H"  gives  the  summation  of  the  factors  indicated  in 
Column  G,  and  the  corresponding  and  previous  factors  for  the  whole 
number  of  years  indicated  in  Column  D.  This  latter  factor  repre- 
sents the  ratio  between  the  net  earnings  for  the  year  1907,  and  the 
present  values  of  the  probable  net  earnings  that  accumulate  within 
the  time  indicated  in  Column  A. 

Column  20  gives  the  present  values  of  the  interest  on  capital 
that  must  l)e  supported  for  the  number  of  years  and  fractions  shown 
in  Column  18.  In  order  to  readily  compute  the  interest  on  the 
capital,  certain  constants  have  been  determined  as  shown  in  the 
following  table: 


INTANGIBLE  VALUES. 


TABLE  OF   CONSTANTS. 

For  Computing  the  Present  Value  of  Money  Due  at  Specified  Times 

in  the  Future. 

Column  M.  Column  N.     Column  ().  Column  V. 

1  year 

2  years 

3  years 

192  days 

4  years 

248  days 

5  years 

6  years 

188  days 

7  years 

36 1  days 


S 

ummation. 

.9524 

.9070 

.  8639 

.44278 

3.  1660S 

.8227 

.  54062 

4.08662 

.  7835 

.  7462 

.37470 

5.4.5040 

.7107 

.6991 

6 . 4855 

EXPLANATION  OF   TABLE  OF  CONSTANTS 

For  Computing  the  Present  Value  of  Money  Due  at  Specified  Times 

in  the  Future. 

These  constants  are  indicated  for  each  year  and  the  necessary 
fraction  of  a  year  from  August  1,  1908,  to  the  termination  of  tne 
latest  franchise  claimed. 

Column  "M"  gives  the  time  measured  from  August  1.  1908. 

Column  "N"  gives  the  present  value  of  $1.00  per  annum  due  at 
the  end  of  the  year  indicated  in  Column  M. 

Column  "0"  gives  the  present  value  of  that  ])i-()i)()rti<)n  of  -SI  Oti 
per  annum  that  the  ratio  of  the  days  in  Column  M  hears  to  one 
year  due  in  the  future  the  time  indicated  in  Column  M. 

Column  "P"  gives  the  .summation  of  the  factoi'  indicated  in 
Column  O,  and  the  cori-esponding  and  previous  factors  for  the  whole 
number  of  years  indicated  in  Column  N.  This  factor  represent.^  the 
present  value  of  SI. 00  per  annum  payable  at  the  end  of  each  year 
for  the  whole  number  of  years  and  days  indicated  in  Column  >I. 

Column  21  gives  the  total  present  values  of  franchises  for  the 
time  between  August  1st,  1908,  and  tKeir  expiration  and  ir-  the 
difference  between  the  items  in  Columns  Nos.  19  and  20, 


228  VALUATION     THE  SOUTHERN  STREET  RAILWAY. 


ORGANIZATION  AND   WORK  OF  VALUATION. 

[ ,.  .  Bion  J.  Arnold. 

CoiniuissioiuM's     -1   George  Weston. 

[ Glenn  E.  Plumb. 

lOngineer  in  Chai-gc F.  A.  Sager. 

Statistician H.  Ralph  Badger. 

Tracks  and  Paving. 

Engineer M.   E.   Allen. 

Assistant F.    A.   Coy. 

Assistant W.  F.  Millar. 

Electric  Power  Distribution  System. 

Engineer F.  R.  Winders. 

Assistant : F.   D.  Smith. 

Assistant A.  J.  Fry. 

Assistant G.  F.  Maddox. 

Assistant P.  O.  Smith. 

Assistant H.  L.  Sampson. 

Assistant A.    J.    Aurand. 

Assistant S.  A.  Andrus. 

Assistant .  .  .  : H.  E.  Ercanbrack. 

Rolling  Stock. 
Engineer A.  R.  Kipp. 

Power  Plant  Equipment  and  Tools  and  Machinery. 

Engineer Fred.  A.  Krehbiel. 

Assistant Bryant    White. 

Assistant J.   M.   Watt. 

Assistant H.  G.  Treichel. 

Assistant E.   J.   Wickersham. 

Buildings. 

Engineer Robert  Woods. 

Assistant R. .  N.  Edwards. 

Real  Estate. 
Joseph  Donnersberger. 

Intangible  Values. 

iMigineer W.    C.   Sprau. 

Chief  Draftsman B.    K.    Read. 

Draftsman *. A.  J.   Beerbaum. 

In  adtlition  to  the  above  technical  force,  the  executive,  auditing 
and  stent)graphic  departments  of  The  Arnold  Company  were  largely 
utilized  in  preparing  the  valuation. 


AA    001007  676 


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